Sumary of Cost estimate for Hingoli Gate ROB & … 15/DPR-Structure...Sr No. Particular Hingoli gate ROB Godavari River Bridge Total 1 PRELIMINARY WORKS 3532395.425 1547248.20 2 FOUNDATIONS

Sr No.

Particular Hingoli gate ROB Godavari River Bridge Total

1 PRELIMINARY WORKS 3532395.425 1547248.20

2 FOUNDATIONS AND SUBSTRUCTURES

185943287.1 172567745.47

3 SUPERSTRUCTURE 104998001.1 157754268.9

4 MISCELLANEOUS ITEMS

22116101.66 30658259

5 SOLID APPROACHES / RE WALL

16875772.36 119438926.4

6 RAILWAY PORTION IN ROB

50083286.00 0

7 Total 383548843.6 481966448.01 865515291.58

8 CONTINGENCES @ 5% ON ABOVE 19177442.18 24098322.4

9 GRAND TOTAL 402726285.8 506064770.4 908791056.2

10 SAY 34.59 Cr 50.61 Cr 90.45 Cr

Sumary of Cost estimate for Hingoli Gate ROB & Godavari River Bridge

Item Description Unit Quantity Rate Rate From Amount Measurement Reference

PRELIMINARY WORKS

1.01

Cleaning and grubbing road land including uprooting all vegetation, grass, bush, shrubs, saplings and trees of girth up to 300 mm removal of stumps of tree of girth of all size including removing stumps of trees cut earlier and disposal of unserviceable material and stacking of service road material as directed by engineer with all leads and lifts etc complete as per specification

Ha 4.2 16461 BOQ-Rate Analysis,Pg No.1 69136.2 Measurement

Sheet Pg No.1

1.02

Installation of steel portable barricades with horizontal rail 300 mm x 2.5 m in length on 'A' frame made with 45.0 x 5.0 angle iron section, 1.5 m in height , horizontal rail painted (two course) with yellow and white strips, 1450 mm in width at an angle of 440 'A' frame painted with 2 coats of yellow paint complete as per IRC SP:55-2001

Nos 160 1522 BOQ-Rate Analysis,Pg No.1 243520 Measurement

Sheet Pg No.1

1.04

Dismantling of structure and sorting of the dismantled material, disposal of unserviceable material and stacking serviceable material as directed by the engineer with all leads and lifts etc complete as per specification and as per site requirements, dismantling PCC kerb mediana) Dismantling of Stone/ Brick masonry

Cum. 200 138 27600 Measurement Sheet Pg No.1

b) Dismantling of concrete structureCum. 100 144 14400 Measurement

Sheet Pg No.1Soil Investigation

1.05

Taking one 100mm borehole at each foundation location of ROB proper and one each in approaches on each side by using double tube boring machine and carrying out of tests to determine engineering properties of soil and a certain rock level/ quantities of rock strata at each location and submitting the soil investigation report with necessary interpretation of the tests result as directed by the engineer and as per the specifications

a) Boring in all strata excluding hard rockRmt 608 1474 896192 Measurement

Sheet Pg No.1b) Drilling in hard rock

Rmt 152 1950 296400 Measurement Sheet Pg No.1

Total 1547248.2FOUNDATIONS AND SUBSTRUCTURES

2.01

Excavation for foundation of structure and staircase including existing pavement surface including dewatering, shoring and shuttering as necessary and backfilling the trenches with suitable excavated material in layer of 15 to 20 cm and disposing of unsuitable material with all lifts and leads as directed and preparation of bed for concreting of foundation etc complete as directed by engineer and as per specification

I)a) Soil of all type up to 3.0 m depth Including ordinary earth , sand dry/

wet soil , marine clay , Boulders, kankars, soft murrum , hard murrum,etc.

Cum. 6251.25 85 BOQ-Rate Analysis,Pg No.4 531356.25 Measurement

Sheet Pg No.1

Cum. 5608.75 199 Revised Rate Analysis,Pg No.39 1116141.25 Measurement

Sheet Pg No.1

b) Soil of all type greater than 3m depthCum. 1711 90 BOQ-Rate

Analysis,Pg No.4 153990 Measurement Sheet Pg No.1

ii)

Excavation foundation of structure in rock by wedging / chiseling / controlled blasting or line drilling and mechanical means including shoring and strutting as necessary and disposing of excavated stuff as directed or stacked etc. complete as directed by engineer with all leads and lifts.

Cum. 12800 426 BOQ-Rate Analysis, 5452800 Measurement Sheet Pg No.1

2.02Providing trial pit to find out the utilities in the proposed alignment, the location details shall be submitted by the contractor as directed by the engineer

a) Soil of all type up to 3 m depthCum. 432 85 BOQ-Rate


Including ordinary earth and dry/ wet soil , marine clay, boulders, kankars, soft murum, hard murum, etc.

b) Soil of all types greater than 3 m depthCum. 0 95 BOQ-Rate


2.03

Providing and laying in situ M15 grade bedding concrete in foundation, annular filling below pile cap including dewatering , shuttering, mixing in mechanized batch mix plant, compacting , curing etc complete true to level and position as directed by engineer and as per specification


Sheet Pg No.1

Bill of Quantities for Godavari Bridge

Item No.

BOQ-Rate Analysis,Pg No.2




Item No.

Cum. 1419.5 2420.25DSR 2007-08,Item

28, Pg-15 3435544.875 Measurement Sheet Pg No.1

2.04

Providing and casting in situ concrete controlled cement concrete M35 for RCC bored pile including necessary dewatering , formwork, mixing in mechanized batch mix plant transporting, compacting , vibrating , curing, and finishing including all leads and lifts including chipping and dressing of RCC pile up to cut off level (Minimum 1D) including cleaning of reinforcement and removal of dismantled material ( excluding reinforcement) complete as per detailed specifications. Note: 10% additional cement to be added over and above the quantities required as per design

1.0 m Dia Pile Rmt 0 6212 01.2 m Dia Pile

Rmt 1665 10895.34 Revised Rate Analysis,Pg No.41 18140741.1 Measurement

Sheet Pg No.2

2.05

Carrying out load test on any pile as per standard procedure laid down in the IS 2911 specification including construction of test cap, dismantling , dismantling of cap after the test and cleaning the site and maintaining complete records of load settlement as directed by the engineer and as per the specification, and submission of records

a) Initial load tests on test pile for 2.5 times the pile for 2.5 times the Design load specified in Dwg. In non Working Area in the vicinity of the bridge site including cost of test pile.

Nos 2 3051013 Revised Rate Analysis,Pg No.58 6102026

b) Routine pile load test on working pile for 1.5 times the design load specified in drawings Nos 3 2299314 Revised Rate

Analysis,Pg No.58 6897942

Measurement Sheet Pg No.2



Item No.

c) Horizontal pile load test on working pile for 1.5 times the design load specified in drawings No. 45 5000 BOQ-Rate


2.06Providing and laying 600 mm thick filter media behind abutment as per detailed drawing and as per specification complete Cum. 136 333 BOQ-Rate


2.07

Providing and laying insitu RCC M35 grade concrete in foundation of pier, abutment and staircase etc. including centering, shuttering, mixing in mechanized batch mix plant, compaction, curing and dewatering if necessary etc. excluding reinforcement as per directed by engineer

Cum. 4695 4845.19 Revised Rate Analysis,Pg No.43 22748167.05 Measurement

Sheet Pg No.3

2.08

Providing and laying M30 grade cement concrete for cast in situ pier , abutment, retaining wall, dirt wall and column of stair case etc, as per approved design and drawing with necessary centering and shuttering with aesthetic finishes mixing in mechanized batch mix plant, scaffolding , transporting, placing, compacting by mechanical vibrator , finishing , curing etc complete excluding reinforcement as directed by engineer and as per specification

Cum.

(I) Upto 10 m Cum. 2322 5595.88 12993633.36(II) Between 10-12M Cum. 409 5791.74 2368821.66(III)Between 12-14M Cum. 394 5987.59 2359110.46(IV)Between 14-16M Cum. 354 6183.45 2188941.3(V) Between 16-18M Cum. 297 6379.3 1894652.1(VI)Between 18-20M Cum. 190 6575.16 1249280.4

2.09

Providing and laying in situ controlled M35 grade cement concrete for RCC caps and pedestals over pier and abutment including necessary scaffolding, formwork and centering , mixing in mechanized batch mix plant, transporting, placing, compacting by mechanical vibrator, finishing , curing etc. complete excluding reinforcement as directed by engineer and as per specifications

(I) Upto 10 M Cum. 519 6139.80 3186556(II) Between 12-14M Cum. 180 6569.59 1182526(III)Between 14-16M Cum. 90 6784.48 610603(IV)Between 16-18M Cum. 50 6999.37 349969(V) Between 18-20M Cum. 270 7214.27 1947853(VI)Between 20-22M Cum. 401 7429.16 2979093

2.10

Providing and fixing in position HYSD Fe 415 steel bar of various diameter for all RCC work in Pile, Pile caps, Well staining, well curb, foundation, pier, pier cap, abutment wall, dirt wall, pedestal as per detailed design and drawing and schedule including cutting bending, hooking the bars, binding with 18 SWG wires or tack welding (only for Piles) and supporting as required with all lifts and lead etc. complete including all laps, chairs and spacers and cost of all labors, material, tools plants equipments etc, complete as per specification

MT 1168 34042 BOQ-Rate Analysis,Pg No.9 39761056 Measurement

Sheet Pg No.4

MT 297 54600DSR 2008-09 Item

797, Pg-213 16216200 Measurement Sheet Pg No.4

2.11

Providing and applying one coat of Zinc-rich epoxy primer and two coats of coal tar epoxy paint of required thickness as per specifications to all concrete surfaces in contact with the earth in foundation and substructure including all cost of material , labor, transportation and preparing the surface by cleaning , washing , brushing, sand / grit blasting, etc. complete as per directed by engineer and specification (plant shall be got tested from approved laboratory)

Sqm. 2620 117 BOQ-Rate Analysis,Pg No.9 306540 Measurement

Sheet Pg No.4

2.13

Dewatering including diversion of stream providing cofferdam bunds, etc, as may be necessary for foundation and other parts and bailing out and pumping out water below the actual initial natural water level for start of that particular component till completion of bridge etc.complete as per specifications and directed by the engineer

Non-Perennial river Cum. 0 191 0Perennial river

Cum. 13500 445 BOQ-Rate Analysis 6007500 Measurement Sheet Pg No.4

2.18

Providing and laying in situ M30 reinforced cement concrete well cap/ pile cap including necessary shuttering completing by vibrating and curing etc. complete excluding reinforcement as directed by engineer Cum. 1973 2476 BOQ-Rate


Cum. 99 4477 Revised Rate Analysis,Pg No.40 443223 Measurement

Sheet Pg No.4

Revised Rate Analysis,Pg No.47






Item No.

2.22Providing and installing 6/ 8 mm MS liner for bore cast in situ pile including applying protective coating as per drawing and specification and as directed by engineer (excluding reinforcement)


Sheet Pg No.4

Total 172567745.5SUPERSTRUCTURE

3.01

Providing 12.7 / 15.2 mm nominal dia , high tensile prestressing steel conforming to low relaxation prestressing steel strands as per IS 14268 strands- Cl. II of specified ultimate strength , including cutting, cleaning, forming cables, etc. and further including providing and laying corrugated HDPE sheathing of specified dia, anchorages, stage wise stressing, grouting testing of material class II for I girder/ Box girder of specified dia, anchorages, stage wise stressing , grouting , testing of material and all enabling work for post tensioning of steel etc. including providing of coupler whenever required complete including all leads and lifts as per specification and approved design and drawings and as directed by engineer


Sheet Pg No.4

3.02

Providing and laying controlled cement concrete of M45 grade in post tensioned recast I girder including necessary casting yards, casting trough, centering , formwork, mixing by using admixture in mechanized batch mix plant. Transporting placing, compacting by mechanical vibrators , finishing, curing, etc. complete including inserts if any epoxy mortar filling , lifting, shifting, transporting I girder to actual pier location and erecting in correct alignment on temporary bearing over the pier caps etc as directed by engineer and as per specifications. Excluding reinforcement and HTS strands

Cum. 0 4069 0

(I) A1 to P3 and P13 to A2Cum. 2200 9043.03 19894666

(II) P13 to P3 Cum. 2542 11022.2 28018432.4

3.03

Providing and fixing POT cum PTFE bearing to the true line and level and position as per drawing and BS 5400, sec. 9.1 and 9.2 as to impart full and even bearing on the seats and free movements / restraints as specified in cluding coat of all material s , fixtures, preparing surface for receiving bearing, grouting of sleeves in pier caps/ superstructures with non-shrink high early strength grout of flowable consistency , load testing of all bearings as per design and drawings and specification, removing clamps provided for transportation and handling etc. complete including all leads and lifts as directed by engineer

a) Fixed Bearing , Capacity 163 Ton Type 1 Nos. 36 40272.56 1449812.16b) Longitudinal Guided POT/PTFE Bearing- Type 2, Capacity 163 Ton

Nos. 36 52442.29 1887922.44

c) Trans. Guided POT/PTFE Bearings- Type 3, Capacity 163 Ton Nos. 108 31720.86 3425852.88d) Free POT/PTFE Bearing- Type 4, Capacity 163 Ton Nos. 108 27773.92 2999583.36

3.04

Providing and laying controlled in situ cement concrete of M45 grade in RCC deck slab and diaphragm including necessary scaffolding , centering , formwork, mixing by using admixture in mechanized batch mix plant, transporting, placing, compacting by mechanical vibrators finishing and curing etc. complete as per specification as directed by the engineer , excluding reinforcement

Cum.

(I) Upto 10 M Cum. 1565 6317.05 9886183.25(II) Above 10 M Cum. 2178 7864.73 17129381.94

3.05

Providing and laying controlled in situ cement concrete of M40 gradein Box Girders including necessary centering, formwork, mixing byusing Admixture in in mechanized batch mix plant, transporting,placing, compacting by mechanical vibrators, post threading ofcables, finishing, curing etc.complete as directed by Engineer and asper specification, excluding reinforcement and HTS strands.

sqm 0 5,159.00 0

3.06

Providing and fixing in position HYSD Fe 415 steel bar of various diameter for all RCC work of superstructure as per detail design and drawings and schedule including cutting bending, hooking the bars, binding with 18 SWG wires including all laps, chairs and spacers and cost of all labors, material, tools, plants equipments supporting as required with all lifts and leds etc, all complete as per specification and as directed by the engineer

MT 1066.25 34042

BOQ-Rate Analysis,Pg

No.9,Same as item No.2.10

36297282.5 Measurement Sheet Pg No.5

MT 275.75 54600DSR 2008-09 Item






Revised Rate Analysis,Pg No.53 Measurement

Sheet Pg No.5Revised Rate

Analysis,Pg No.54



Item No.

3.09

Providing and carrying out load test on bridge deck with simulated loading including provision, placing and removal of loading, supplying, fixing and removing deflection measuring instruments etc, complete with platform for fixing the instrument etc complete as per the details specified and specifications and as directed by the engineer and including submission of required results triplicate after satisfaction of the load tests

Nos. 1 100000 100000

3.10

Providing and laying in situ RCC M30 grade concrete concrete in waist slab, beams, landing slab, steps including centering shuttering, mixing, in mechanized batch mix plant compaction curing and dewatering in necessary excluding reinforcement as per specifications

Cum. 41 2586 BOQ-Rate Analysis,Pg No.19 106026

3.11

Providing and fixing 150 x 100 mm non skidding recast chequered tiles 25 mm thick approved quality in traffic island and wherever necessary in city suburban limits over 18 mm thick CM 1:3 including curing etc. complete as per drawing and specification and as directed by the engineer


Sheet Pg No.6

Total 157754268.9MISCELLANEOUS ITEMS

4.01

a Providing and casting RCC crash barrier in M40 controlled concrete with cast in situ or recast members as per detailed drawings including necessary scaffolding, shuttering, formwork, mixing by using admixtures in mechanized batch mix plant, transporting, placing, compacting, finishing, curing, etc. complete including providing and fixing of inserts if any with all leads and lifts as per drawing and specifications and as directed by engineer, excluding reinforcement

Rmt. 1850 3178 BOQ-Rate Analysis,Pg No.20 5879300 Measurement

Sheet Pg No.6

4.02

Providing and laying 100 mm HDPE, DWC pipe in true line and level inside the crash barrier and drain for conduits for electrification and services including fixtures, specials, etc. complete as per specifications and as directed by engineer


Sheet Pg No.6

4.03

Providing and laying in situ M25 cement grade concrete in RCC median, verge kerb, railing, beam and footpath cover slab including formwork, transporting and placing compacting, finishing, curing etc. compared with all leads and lifts as per drawing and specifications and as directed by engineers (excluding reinforcement)

Cum. 571 2468 BOQ-Rate Analysis,Pg No.20 1409228 Measurement

Sheet Pg No.6

4.04

a Providing and fixing in position HYSD Fe 415 steel bar of various diameter for all RCC crash barrier, median kerbs as per detailed design and drawings and schedule including cutting, bending, hooking the bars, binding with 18 SWG wires including all laps, chairs and spacers and cost of all labors, material, tools, plants equipments supporting as required with all lifts and leds etc, all complete as per specification and as directed by the engineer

MT 59 34042



2008478 Measurement Sheet Pg No.6

4.05

Providing and applying one coat Epoxy Phenolic primer of DFT 50micron and two coats of epoxy phenolic coating of DFT 100 micronseach or any other equivalent epoxy coating system to all concretesurfaces exposed to atmosphere in superstructure and substructureincluding cost of material, labour, transportation, scaffolding and

Sqm 0 132 0

4.06

Providing and fixing 100 mm dia GI drainage spouts including gratings with suitable cleanout fixtures including all leads and lifts complete as per specification, design and drawings and as directed by the engineer

Nos. 250 354 BOQ-Rate Analysis,Pg No.21 88500 Measurement

Sheet Pg No.6

4.07

Providing and fixing 150 mm diameter PVC longitudinal runnerpipes/ under drain along soffit of deck slab including cost of allmaterials, labour, fixing in true line and level, including bends,fixtures, specials etc. complete with all lifts and leads etc as perspecifications and as directed by Engineer.


Sheet Pg No.6

4.08

Providing and fixing 150 mm PVC down take pipe including cost of all materials labors , fixing in true line and levels, including bends and fixtures, specials, etc. Complete with all leads and lifts etc. as per specification and directed by engineer


Sheet Pg No.6

4.09

Providing and constructing catch pit 0.9m x 0.45m x 1.2m in deep in brick masonry including excavation, backfilling, in soil 100 mm thick M15 grade PCC below coverered with 100 mm thick RCC M25 slab reinforcement, MS covering, smooth finish, from inside complete as directed by the engineer


Sheet Pg No.6

4.10

Providing and fixing recast concrete 300 mm dia pipe NP3, granular and concrete bedding below pipe, encasing pipe with M30 concrete including cost of all materials , labor, etc. complete with all leads and lifts etc. as per specifications


Sheet Pg No.6



Item No.

4.11

Providing and fixing in position elastomeric strip seal expansion joint for movement for ± 40 mm as per specifications and detail drawing including cost of all materials fixtures, welding, preparing surface for receiving joints, testing of all materials in approved laboratory all leads and lifts etc, complete in deck slab and crash barrier in all the joints as per specifications, drawings and as directed by engineer


Sheet Pg No.6

4.12

Providing and applying primer coat using bituminous emulsion orcut back primer over prepared surface of deck slab with emulsionpreheated to a temperature between 20 - 60oC and applying a uniformcoat with the aid of self propelled bitumen pressure sprayer with selfheating arrangement and spraying bar with nozzles of constantvolume for pressure system at 10kg/10 Sqm including all materials,labour, machinery, etc complete with all leads and lifts as directed byEngineer and as per specification.

Sqm 8,559.00 31 BOQ-Rate Analysis,Pg No.23 265329 Measurement

Sheet Pg No.6

4.13

Providing and applying tack coat using bituminous emulsion of cutback primer over primed / black top surface with emulsionpreheated to a imperator between 20- 60o and applying a uniform coatwith the aid of self propelled bitumen pressure sprayer with selfheating arrangement and spraying bar with nozzles of constantvolume for pressure system at 5 kg / 10 Sqm including all materials,labour, machinery, etc. complete wit all leads and lifts as directed byEngineer and as per specification.

Sqm 8,559.00 16 BOQ-Rate Analysis,Pg No.23 136944 Measurement

Sheet Pg No.6

4.14

Providing and laying mastic asphalt water proof coat withcomposition of bitumen 30/40 penetration grade conforming toMOST specification with the bitumen of 14% to 17% weight of totalmix including cleaning the surface, testing of materials in approvedlaboratory etc. complete on the deck slab of the flyover as requiredand as directed by Engineer.

a) 6mm thick Sqm 0 93 0 Measurement Sheet Pg No.6

b) 12 mm thick Sqm 8,559.00 187 1600533 Measurement Sheet Pg No.6

4.15

Providing and laying 40-100 mm thick hot mix hot laid dense bituminous macadam on prepared surface using 30-40 gradebitumen with birumen content of 4.5% of weight of total mixincluding cleaning the surface, Providing necessary aggregate withspecified gradation, mixing with mechanical means in hot mix plant ofsuitable capacity of preferably batch mix type adn electronicallyconctrolled mixing to the specified temperature,transporting andlaying the mix with self propelled paver finisher with electronic sensordevice and initial compaction with min 80 - 100kn static weightvibratory roller / pneumatic tyred roller having min 150- 250 knweight having a tyre pressure of at least 0.7 mpa and finished withmin 60- 80 kN weight smooth wheeled tandem roller to achievedesired density including all materials, labour, machinery, etc.complete with all leads and lift as per specification and as directed byEngineer, excluding tack coat.

Cum 0.00 3,922.00 0

4.16Providing and laying Bituminous concrete in a single layer of 25mmto 50 mm compacted thickness on prepared surface using bitumen ofgrade approved by the engineer 30-40 grade 5.5% of bitument by

Cum 2,140.00 4,711.00 BOQ-Rate Analysis,Pg No.26 10081540 Measurement

Sheet Pg No.7

b)

Providing and laying Bituminous concrete in a single layer of 25 mmto 50 mm compacted thickenss on prepared surface using modifiedbitumen (PMB 40) of grade approved by the engineer 30-40 grade @5.5% of bitumen by weight of mix including providing necessaryaggregates with specified gradation mixing with mechanical means inhot mix plant of suitable capacity of batch mix type and electornicallycontrolled mixing to the specified temperature, transporting andlaying the mix with self propelled paver finisher with electronic sensordevice in full width and initial compaction with minimum 80-100 KNstatic weight smooth wheeled roller foilowed by intermediate rollingwith minimum 80 - 100 KN static weight vibratory roller / pnematictyred roller having minimum 150-250 KN weight having a tyrepressure of atleast 0.7 MPa and finished with minimum 60 -80 KNweight smooth wheeled tandem roller to achieve desired densityincluding all material, labour, machinery with all leads and lifts etc.complete(excluding tack coat) and including cement filler @ 2% byweight of mix.

Cum 0 5,214.00 0




Item No.

4.17

Providing and fixing discontinuous M25 PCC recast kerb stone size 600 x 300 x 1200 mm at a spacing of 1200 mm c/c on road side parallel to retaining wall of reinforced structure at distance of 1000 mm from the face of retaining wall


Sheet Pg No.7

4.18

Providing and fixing 4 pillars one at each corner of each of the bridge of approved architectural design with pedestal to house the granite table as per details approved by the corporation including transportation placing , complete with all leads and lifts as directed by the engineer

Sqm. 8 3611 BOQ-Rate Analysis, 28888 Measurement Sheet Pg No.7

4.19 Road Markings (considered in road work)Providing traffic lane line strips 10cm wide with approved roadmarking paint in two coats as per specification and as directed byEngineer.a) with hot applied thermoplastic paint for yellow edge line Sqm 0 630 0b) with hot applied thermoplastic paint for white strips. Sqm 0 630 0

4.20Providing and fixing in position 100 mm dia AC pipe as a weep hole in abutment and return wall completed in all respect as per specification and as directed by engineer


Sheet Pg No.7

4.21Providing and fixing in position MS railing over RCC crash barrier including support angle/fixtures as per detailed drawings and specifications as directed by engineer


Sheet Pg No.7


Sheet Pg No.7

4.22Providing and fixing bituminous filler pad material 20 mm thick between 2 carriageway Rmt. 571 262 BOQ-Rate


4.23

Providing and casting RCC Facial panel in M30 controlled concretewith cast -in-situ or recast members as per details drawings includingnecessary scaffolding, centering, formwork, mixing in mechanizedbatch mix plant, transporting, placing, compacting, finishing, curingcuring etc complete including providing and fixing of inserts if anywith all leads and lifts as per drawing & specification and as directedby Engineer, excluding reinforcement.

cum 0 2,467.00 BOQ-Rate Analysis,Pg No.30 0 Measurement

Sheet Pg No.7

4.24

Construction of RCC railing of M20 grade insitu with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500, c/c spacing between vertical posts not to exceed 1000 mm leaving adequate space


Sheet Pg No.7

4.25Backfilling behind abutment/ wing wall and return wall complete as per drawing and specifications Cum. 226 176 BOQ-Rate


Total 30658259SOLID APPROACHES / RE WALL

5.01

Excavation for foundation of structures including dewatering, shoring, and strutting as necessary and backfilling the trenches with excavated material in layers of 15 to 20 cms and disposing of remaining unsuitable material with all leads and lifts as directed by the engineer

a) Soil of all types including ordinary earth, sand dry/wet soil , marine clay , boulders, kankars, soft boulders, soft kankars, etc. Cum. 58140 85 BOQ-Rate


5.02

Providing and laying in situ PCC M30 grade bedding concrete below facia element including dewatering , shuttering , mixing, mechanized batch mix plant, compacting , curing etc. complete true to level and position as directed by engineer and as per specifications


Sheet Pg No.8

5.03

Providing and fixing of recast facia element in RCC M30 grade for reinforcement soil embankment for approaches returns and abutments as per specifications given in tender with suitable as specified in tender document including all material, connections, joints, fitting and erection of facia and reinforcing etc. complete in all respect as directed by engineer and as per specification including casting and erection of PC unit along with necessary insitu concrete work in foundation as well as coping providing weep holes, perforated drain pipe behind the wall for necessary drainage arrangement complete as per specified / manufacturing requirement


Sheet Pg No.8

5.04

Providing and laying in situ RCC M30 grade friction slab / coping beam on top of facia wall concrete, necessary shuttering , centering, compaction by vibrating, curing, joint, etc. complete in all respect with cast in situ expansion gap at 50 m traveled as directed by engineer and as per specifications and drawings excluding reinforcement


Sheet Pg No.8

Cum. 371.25 4167.45DSR 2008-09Item

789, Pg-212 1547165.813 Measurement Sheet Pg No.8



Item No.

5.05

Providing and fixing in position HYSD Fe 415 reinforcing bars of various diameters for all RCC work of friction slab as per detailed design and drawing and schedule including cutting , bedding, hooking of bar binding 18 SWG wire with all laps chair and spacers, etc. and cost of all labors, materials, tool, plants, equipments, supporting as required by all lifts and leads etc. all completed as per specifications and directed by engineer

MT 37.5 34042




MT 12.5 54600DSR 2008-09 Item


5.06

Providing earth work in embankment by using mechanical means with approved material obtained from borrow areas having 4 days soaked CBR equal to or more than 6%, laying in layers not exceeding 200 mm, breaking clods, dressing to the required lines, curves, etc. complete as directed by the engineer


Sheet Pg No.8

5.07

Providing 300mm thick layer of earth work in embankment by usingmechanical means with approved material obtained from borrowareas having 4 days soaked CBR equal to or more than 8% laying inlayers not exceeding 200 mm breaking clouds, dressing to the required lines. curves grades and watering to OMC and compacting to 98%modified proctor density with vibration roller having minimum 80-100KN static weight including all lifts and leads etc. complete asdirected by Engineer and as per specification.

cum 0 86 0

5.08

Providing and laying Granular sub Base (Structural layer) closeGraded conforming to grading II of Table 400.2 of compactedthickness of 150 mm with specified graded stone metal and sandmixed in place and laid with mechanical means spreading with motorgrader and compacting with vibratory roller having minimum 80-100KN static weight to achieve desired density of 98% of MDDincluding all material, labour, machinery with all leads and lifts etc.complete.

Cum 0 445 0

5.09

Providing and laying spreading and compacting specified gradedcrush stone in granular sub base course (drainage layer) includingpremixing the material in mechanical mixer laying in uniform layersof 150 mm (compacting compacting with 10 T vibrating tandem rollerto achieve the density of 98% complete as directed by Engineer.

cum 0 389 0

5.10

Providing and laying Dry Lean concrete base including providingcoarse and fine aggregate to the specified gradation using minimumcement content 150 kg/cum of concrete with OPC 43 grade cementmixing of concrete as per approved design mix using mechanizedbatch mix plant of appropriate capacity. transporting and laying withself propelled paver with electronic sensor device and compactingwith vibratory roller of minimum 80 - 100 KN static Wight to givedesired compacted density and average compressive strength of 10MPa at 7 day and curing with liquid curing compound and sprinklingwater and covering with moist Hessian of pending of water for 7 daysincluding providing construction joints, including all material, labour,machinery with all leads and lifts etc. complete as directed byEngineer, laying by manually.

cum 0 1,043.00 0

5.11

Providing and applying primer coat using bituminous emulsion orcut back temperature between 20oC to 60oC and applying a uniformcoat with the aid of self propelled bitumen pressure sprayer with selfheating arrangement and spraying bar with nozzles of constantvolume for pressure system at 10 kg/10 sqm including all materials,labour, machinery etc complete with all leads and lifts as directed byEngineer and as per specification.

sqm 0 31 0

5.12

Providing and applying tack coat using bituminous emulsion or cutback primer over primed/black top surface with emulsion preheated toa temperature between 20- 60oC and applying a uniform coat with theaid of self propelled bitumen pressure sprayer with self heatingarrangement and spraying bar with nozzles of constant volume forpressure system at 5 kg/10 sqm including all materials, labour,machinery, etc. complete with all leads and lifts directed by Engineerand as per specification.

sqm 0 16 0



Item No.

5.13

Providing and laying pavement Quality concrete of M35 gradeobtained from approved including 125 micron thick impermeableplastic sheet membrane over the surface to be convered. Coarse andfine aggregates of specified gradation using minimum cement content350 kg/cum of concrete with OPC 43 grade cement approvedadmixture, mixing with mechanised batch mix plant of appropriatecapacity asper the design mix to the specified workbility. transportingthe mix with dumpers or transit mixers and laying, curing withapproved resin based aluminised reflective curing compound andconvering with most hessian or ponding and sprinkling of water for aminimum period of 14 days and including providing and fixingdowels. tie bars, cutting of groves and filling the same with approvedprecompressed seals for joint filling and sealing all types of joints andfinishing to the desired surface texture including all material, labour,machinery with all leads and lifts and etc. complete as directed byEngineer.

cum 0 3,040.00 0



Item No.

5.14

Providing and laying 40-100mm thick compacted Dense BituminousMacadam layer using B.T. chips as per regard gradation and asphaltfor mixing at 4.5% by weight to total mix as binder by hot mix hotlaid process laying by paver finisher inclu. consolidation providingand operating plant & machinery with the cost of fuel oil & lubricant,labour, charges etc. complete.

cum 0 3,922.00 0

5.15

Providing and laying Bituminous concrete in a single layer of 25mmto 50 mm compacted thickness on prepared surface using modifiedbitumen of grade approved by the Engineer 30-40grade @ 5.5% ofbitumen by weight mixing with mechanical means in hot mix plant ofsuitable capacity of batch mix type and electronically controlledmixing to the specified temperature. transporting and laying the mixwith self propelled paver finisher with electronic sensor device in fullwidth and initial compaction with minimum 80-100KN static weightsmooth wheeled roller followed by intermediate rolling with minimum80-100KN static weight vibratory roller / pneumatic tyred rollerhaving minimum 150-250Kn weight having a tyre pressure of atteast0.7 MPa and finished with minimum 60-80KN weight smoothwheeled tandem roller to achieve desired density including allmaterial, labour, machinery with all leads and lifts etc complete(excluding tack coat)and including cement filler @ 2% by weight ofmix.

cum 0 4,711.00 0

5.16

Providing laying spreading and compacting specified graded stoneaggregate to wet mix macadam in layer of not exceeding 200mmthick compacted including premixing the material with water to OMCin mechanical mixer (Pug mill) carrying of mix material by tipper tosite and toying with paver finisher on prepared granular sub base andcompacting with vibrating tandem roller to achieve the density of 98%of MDD including all material, labour, machinery with all leads andlifts etc. complete as abreacted by Engineer .

cum 0 484 0

5.17

Providing and laying in position recast RCC pipes NP4 priestessesconcrete pipes for culverts on first class bedding of granular materialin single row including fixing collar with cement mortar 1:2 includingexcavation, protection works, backfilling, concrete and masonryworks in head walls and parapets.

Rm 0 10,493.00 0

5.18

Providing and fixing of mechanically woven double twisted hexagonal shaped wire mesh Gabion boxes of required section, Garware steel Gabion or equivalent. Mesh type 10x12; wires Zn+pvc coated, mesh wire dia 2.7mm / 3.7mm (ID / OD) edges of meshes complete as directed by the engineerGabion boxes - 1.0 height


Sheet Pg No.8Gabion boxes - 0.5 height Cum. 2281

5.19

Backfilling inside the gabion wall for approach embankment by using mechanical means with approved material obtained from borrow areas having 4 days soaked CBR equal to or more than 6%, laying in layers not exceeding 200 mm, breaking clods, dressing to the required lines, curves grades and watering to OMC and compacting to 95% modified proctor density with vibratory roller having minimum t80-100 KN static weight including all lifts and leads etc. complete as directed by engineer and as per specification including excavation dewatering etc. complete

Cum. 86760 86




5.20

Ground improvement by removing unsuitable soil and backfilling with murum with approved material obtained from borrow areas having 4 days soaked CBR equal to or more than 6%, laying in layers not exceeding 200 mm, breaking clods, dressing to the required lines, curves grades, and watering to OMC and compacting to 95% modified proctor density with vibratory roller having minimum 80-100 KN static weight including all lifts and leads etc. complete as directed by engineer and as per specification including excavation, dewatering etc. complete as per specification and as directed by the engineer


Sheet Pg No.8



Item No.

5.21Providing and Filling with approved sand, single below Gabion wallincluding watering, compaction etc. with all lead & lift, complete asdirected by Engineer in charge.

A1 side Cum. 1350 379.18 511893

A2 side Cum. 1895 379.18 718546.1

Total 119438926.4

Grand Total 481,966,448.01 48.20 Cr

Ref. Item code: 753, Page-199 of DSR for

year 2007-2008+Extra lead

12km beyond initial lead 50 mtr : Page-241of DSR for year

2007-2008


Item No. Description Unit No. L B D Qty

1.01

Clearing and grubbing road landincluding uprooting all vegetation,grass, bush shrubs………………………….

SQM APPROCH 1 120 24 1 2880

SQM APPROCH 2 1600 24 1 38400

Total 41280

Ha 4.128

Say Ha 4.2

1.02Installation of a steel portable boards……………….. (QTY. considered inroad work)

NO 2 80 - 160

1.04Dismantling of structures and sorting ofthe dismantled material……………………… (provisional Qty)

a) Dismantling bricks / stone masonry. Cum 200b) Dismantling of concrete Structures. Cum 100

1.05Taking one 100mm bore hole at eachfoundation location of flyover proper andone each in approaches.

a) Boring in all strata. Cum 608

b) Drilling in hard rock. Cum 152

2.01

EARTHWORK IN Excavation for foundation for structures in all types ofStrata other than rock…………………………..

1-a) Soils of all types upto 3m

A1 & A2 Cum 4 12.582 12.582 3.000 1899.680688

P1-P2 & P13-P17 Cum 14.000 9.790 6.790 3.000 2791.9122

P3-P12 Cum 20 23.085 11.084 1.400 7164.314325

Total 11855.90721

Say 11860

2.01 (b) Soils of all types greater than 3mdepth.

Cum

Open foundation

pier 1X(10X2)=20

9.10 4.70 2.00 1710.80

Say 1711.00

2.01 2)

Excavation foundation of structure inrock by wedging / chiselling / controlledblasting or line drilling and mechancialmeans including.

Cum 10.000 23.085 11.084 5.000 12793.42

Say 12800.00

2.02 Providing Trial Pits to find out theutilities.

a) Soils of all types upto 3m depth Cum 2 24 3 3 432.00

b) Soils of all types greater than 3m depth. Cum 0.00

2.03

Providing and laying in situ M15 gradebedding concrete in foundation, annularfilling below pile cap including……………….

A1 & A2 Cum 4 10.7 10.7 0.15 68.69

P1-P2 & P13-P17 Cum 14 7.7 4.7 0.15 76.00

Measurement sheet for Godavari River Bridge

1



P3-P12 Cum 20 10.2 10.2 0.1 208.08

Total 352.77

Say 355.00

Annular Filling

For one Footing P3 1 23.650 11.650 2.2 606.150Deduct Footing -2 10.000 10.000 2.2 -440.000

Total 166.15

For 10 Footings 1661.50

Say 1662.00

Total M-15 2017.00

2.04

Providing and laying in situ M30 gradereinforced cement concrete in piles ofdiameter 1.2m including shutteringcompacting, curing etc.

RM 144 11.56 1664.64

Say 1665.00

2.05 Carrying out load test………………………..

a) Initial Load Test Nos 2 2

b) Routine pile load test Nos 5 3

c) Horizontal pile load MT 45 45

2.06

Providing & Laying in situ 600mm thebehind filter media behind abutmentsand return abutments walls………………………

Cum 1X(2*2)=4 9.3 0.60 5.397 120.46

Cum 1X(2*2)=20 behind returns 1.2 0.60 5.397 15.54

Total 136.00

10 x 1661.50

2



2.07

Providing and laying in situ M30 gradereinforced cement concrete infoundations of plers, abutments andstaircase including dewatering,shuttering, compacting, curing etc

P3-P4 Cum 4 8.5 8.5 2.4 693.60

P5-P7 Cum 6 9.5 9.5 2.4 1299.60

P8-P12 Cum 10 10 10 2.7 2700.00

Total 4693.20

Say 4695.00

2.08

Providing and laying in situ M30 gradereinforced cement concrete in RCC piers,abutments, staircase column RE wall, dirtwall etc.

A1 &A2 Cum 4 9.9 1 3.25 128.70

A1 & A2 Return Cum 8 4.75 0.5 3.25 61.75

P1-P2 Cum 4 6.45 182.28

P3-P13 Cum 22 16.2 3427.23

P14-P17 Cum 8 1.932 91.76

Total 3891.71

Say 3895.00

Dirt Wall

A1 & A2 Both Side Cum 4 9.90 0.35 1.25 17.33

A1 & A2 Return Cum 8 4.42 0.50 1.25 22.08

Cum 4 9.90 0.35 0.60 8.32

Cum 4 4.95 0.30 0.30 1.78

Cum 4 9.90 0.30 0.30 3.56

Cum 4 3.78 1.01 0.50 7.66

Cum 4 3.78 1.26 0.50 9.53

Total 70.25

Say 71.00

Total M-35 3966.00

2.09Providing and laying in situ M30 gradeRCC caps and pedestal over pier andabutment ……………

Cum 4.00 9.90 1.82 0.50 36.04

Cum 4.00 9.90 1.41 0.30 16.75

Cum 8.00 4.42 0.50 0.80 14.13

Cum 6.00 8.40 3.33 0.75 125.87

Cum 6.00 3.70 3.33 1.00 73.93

Cum 6.00 1.18 3.53 1.00 24.85

Cum 6.00 1.18 3.14 1.00 22.10

Cum 1.00 5.95 3.50 1.00 20.83

Cum 1.00 8.40 3.50 0.75 22.05

Cum 18.00 8.40 3.60 0.75 408.24

A1 & A2 (Cap & Return)

P1,P2 & P3

P4

P5,P6,P7,P8 ,P9,P10, P11,P12 & P13

7.07

9.62

5.94

Bracket

3



Cum 18.00 6.05 3.60 1.00 392.04

Cum 8.00 8.40 3.05 0.75 153.72

Cum 8.00 5.73 3.05 1.00 139.69

P5,P6,P7,P8 ,P9,P10, P11,P12 & P13

P14,P15,P16, P17

4



Pedestals Cum 288 0.8 0.8 0.32 58.98

Total 1509.22

Say 1510.00

2.10

Providing and fixing HYSD Steel bars ofvarious dimeter in foundation of RCC inpiles, piles caps, foundations, pier, pilescaps, abutment wall dirtwall, pedestal asper …………….

1 Pile MT 372.00

2 Pile Caps MT 200.00

3 Open Foundation MT 285.00

4 Peir MT 372.00

5 Peir Caps MT 215.00

6 Pedestal MT 20.00

7 DirtWall MT 1.50

Total 1465.50

Say 1465.00

2.11

Providing and applying one coat ofzinc rich epoxy primer and two coatsof coal tar epoxy paint of reqd.thickness as per specification to allconcrete surface in contact with earth.

SQM - - - - 2620.00

Total 2620.00

2.13Dewatering including diversion of streamproviding cofferdam bunds etc…………………………

non perinial river

perinial river Cum 13500.00

2.18

Providing and laying in situ M30 gradereinforced cement concrete in pile capwell cap including dewatering shuttering,compacting, curing etc

A1 & A2 Cum 4 10.5 10.5 2 882.00

P1-P2 Cum 4 7.5 4.5 2 270.00

P13 Cum 2 7.5 7.5 2 225.00

P14-P17 Cum 8 6.59 6.59 2 694.85

Total 2071.85

Say 2072.00

2.22Providing & Installing 6mm MS linerfor bored-cast-situ concrete pilesincluding ………………………..

MT 72+32=104 8 149.76

Say 150.00

3.01

Providing and fixing 127/15.2mmdiameter low relaxation "prestressing steel strands" conforming to class II ofIS:14268 for post tensioned girderincluding cutting ………………….

MT Nos of Girders x Avg Qty per Gider

144 x 1.6 230.40

3.02 Providing and laying in position M40grade PSC girder ……………………….. Cum No.of Girder x avg qty per girder = 144 x 33 4752.00

@ 180kg/m

5



3.03 Providig and fixing POT cum PTFEbearing to true line and position. 288.00

3.04

Providing and laying in situ 240mm thickM40 grade Reinforced cement concretecleck slab and diaphragm…………………………

Span Length No. of Spans

Quantity of Conc per

Span

Total Quantity of

Conc

Cum 31.7 28 94.15 2636.17Cum 32.5 4 96.53 386.10Cum 26.7 4 79.30 317.20

Diaphrams Cum 36 11.21 403.49Total 3742.96Say 3743.00

3.06Providing and fixing HYSD Fe-415 steelbars of various diameter for all RCC workin superstructure ………………..

Girder MT 625.00

Diaphram MT 234.00

Deck Slab MT 479.00

Approaches MT 3.50

Total 1341.50

Say 1342.00

3.10 Providing & laying RCC M-30 inwaste slab, landing slab, RCC beams

Waste Slab Cum 16 2.891 1.500 0.150 10.41

Steps Cum 2X9X8=144 1.5 @AREA 0.030 6.48

Landing Slab Cum 16.000 3 1.0 0.250 12.00

RCC Beams Cum 20.000 4.400 0.230 0.350 7.08

20.000 3.000 0.230 0.350 4.83

Total 40.80

Say 41.00

6



3.11 Providing & fixing chequired tiles…………………………..

Sq.m 16.00 Plan Area 9.3m2 148.80

Say 149.00

4.01

Providing and casting RCC Crash Barrierin M40 controlled with cast-in-situ orprecast members as per detailed drawingsincluding ……………………

RM 1850.00

4.02Providing and laying 100mm HDPE pipein true line and level inside the………………….

RM 31.7 5706.00

4.03 Providing and laying M25 grade slabRCC in

Footpath cover slab Cum 36 31.7 1.5 0.1 171.18

Median Cum 36 31.7 0.6 0.302 206.79

Edge beam/railing beam Cum 36 31.7 0.3 0.362 123.93

road kerb Cum 36 31.7 @ area 0.0604 68.93

570.83

Say 571.00

4.04 Providing and fixing HYSD steel bars ofvarious diameter Reinf per running meter = 31.75 Kg

For 1850 RM 58.74

Say 59 MT

4.06

Providing and fixing G.I. Drainagespoutes of 100mm dia including gratingwith suitable clean out fixtures including……………………..

Nos 250 Nos

4.08Providing and fixing 150mm dia G.I.down take pipes including………………………

RM 216 2 432.00

4.09Providing and constructing catch pit0.90m X 0.45X1.2m deep…………………..

Nos 2.00

4.10 Providing & fixing precast concrete300mm dia. Type NP3 RM 2 15.00 - 30.00

Say 30.00

4.11

Providing and fixing in position strip sealtype expansion joints as per detaileddrawing and approved specifications formovement upto 40mm

Rmt 377.00

4.12Providing & applying primer coatusing bituminous emulsion………………………………

Sq.m 1X(18X2)=36 31.70 7.5 - 8559.00

Say 8559.00

4.13

Providing & applying tack coat usingbituminous emulsio or cut backprirmer over primed / black topsurface …………………….

Sq.m 1X(18X2)=36 31.70 7.5 - 8559.00

Say 8559.00

4.14Providing and laying mastic asphaltcoat @12mm th. Over the preparedsurface of eck slab.

Sq.m 1X(18X2)=36 31.70 7.5 - 8559.00

7



Say 8559.00

4.15 Providing & laying dense bituminousmacadam @ 50mm thick. Sq.m 1X(18X2)=36 31.70 7.5 0.50 4279.50

Say 4280.00

4.16Providing & laying bituminousconcrete @ 25mm thick………………………..

Cum 1X(18X2)=36 31.70 7.5 0.25 2139.75

Say 2140.00

4.17

Providing & fixing discontinuous M-25 PCC precast kerb stonesof size600X300X1200m …………………………………..

NOS 400 - - - 400.00

Say 400.00

4.20 Providing & fixing in position 100mmDia A.C. pipes as …………………… Nos 100.00

4.21Providing and fixing in position MSRailing over RCC Crash barrier and forstaircase inclduing …………….

Crash Barrier RM 1850.00

4.22 Providing & fixing Bituminous filterPad …………………… RM 18 31.7 - - 570.60

Say 571.00

4.24Construction of RCC railing of M20Grade in situ with 20mm nominal sizeaggregate.

RM 951.00

4.25Providing and filling behind abutmentand return wall with selected fil ofapproved quality.

Cum 4 8.7 1.2 5.397 226.00

5.01

Providing for foundation of structuresincluding dewatering, shoring andstrutting as necessary and beckfillingthe trenches with………………………………

Cum R.E. WALL 120x2=240 1.5 1.5 540.00

Cum Gabon Wall 1600 24 1.5 57600

Total 58140.00

8



5.02

Providing & laying in situ PCC M-30grade bedding concrete below facialelement / foundation including……………………..

Cum 1X(2X1)=2 120 0.6 0.3 43.2

Say 44.00

5.03

Providing & fixing of precast facialelements in RCC M-30 grade forreinforced soil embankment forapproach

Sq.m 1X(1X2)=2 120 avg. ht= 3.963 951.00

Say 951.00

5.04 Providing and laying in situ RCC M30grade friction slab. Cum 2 365 3.45 0.25 629.63

5.05Providing & fixing in position HYSDFe415 reinforceing bars of variousdiaeters for the above all RCC works.

Mt @ 100 kg.m3 50

5.06

Providing earth work in embankmentby using mechancial means withapproved material obtained fromborrow ………………………….

1) R.E. WALL Cum R.E. WALL 120 18.4 2.962 6540.10

Say 6541.00

5.18

Providing & fixing of mechanicallyDouble Twisted Hexagonal shapedwire mesh Gabion boxes of requiredsection.

Cum upto 6.5m ht 2 480.00 16.00 2.35 18048.00

Cum upto 5.5m ht 2 760.00 12.25 2.35 21878.50

note -+/- 0.5m variation in G.L. isconsidered in calculating quantties. Cum upto 4.5m ht 2 410.00 9.00 2.3 8487.00

Say 48400.00

5.19 Backfilling in Gabion wall withapproved material ………………. Vol of filling = total vol. at respective ht - vol of gabion at that ht

Cum upto 6.5m ht 1 480.00 21.30 4 40896.00

upto 5.5m ht 1 760.00 21.30 2 32376.00

upto 5.5m ht 1 420.00 21.30 1.5 13419.00

Say 86760.00

5.20Ground Improvement by removingunsitable soil and backfilling withmurum

Cum 1 1600.00 24.00 1.5 57600.00

Say 57600.00

5.21 Sand Filling below Gabion wall Cum 2 120.00 8.50 0.5 1020

2 240.00 8.50 0.5 2040

1 21.2 8.50 0.5 90.1

1 21.2 8.50 0.5 90.1

Total 3240.2

Say 3245

9

Sr. No. Description Unit Quantity Rate Rs. Cost Rs

Sec1 Preliminary Works

1.01 Clearing and Grubbing Road Land .

Clearing and grubbing road land including uprooting rankvegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier anddisposal of unserviceable materials and stacking of serviceablematerial to be used or auctioned, up to a lead of 1000 metresincluding removal and disposal of top organic soil notexceeding 150 mm in thickness

By Mechanical Means

In area of light jungle

a) Labour

Mate day 0.160 130.00 20.8

Mazdoor day 4.000 120.00 480.00

b) Machinery

Dozer 80 HP with attachment for removal of trees & stumps hour 10.000 1423.00 14230.00

Tractor-trolley Hour 1.000 234.00 234.00

c) Contractor's profit @ input on (a+b) 1496.48

Rate per Hectare = a+b+c 16461.28

Say 16461

1.02

Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001

Unit = each

Taking output = one steel portable barricade

a) Labour

Mate day 0.020 130.00 2.60

Mazdoor day 0.250 120.00 30.00

Painter day 0.500 130.00 65.00

Welder day 0.250 130.00 32.50

b) Material

Angle iron 45 x 45 x 5 mm kg 25.000 30.00 750.00

MS sheet 300 mm wide,2.5 m long and 2.6 mm thick kg 15.00 30.00 450.00

Paint litre 0.500 105.00 52.50

Add 2 per cent of cost of steel for welding consumables, nuts & bolts and drilling holes

1.10


Rate per barricade = a+b+c 1522.07

Say 1522

DPR FOR DEVELOPMENT OF NANDED CITY ROADS UNDER JNNURM

RATE ANALYSIS

1.03 Supplying and fixing the necessary sign boards as per site requirements and as directed by Engineer.

a) Information sign boards

As per DSR 2005-06( Page No.183 Sr.No. 772 ) Nos. 10000.00

Add Corporation Charges @5% 500.00

Total 10500.00

b) Cautionary sign board



Total 3675.00

c) Mandatory and directional sign boards



Total 3439.00

1.03d) Road Delineators

Supplying and installation of delineators (road way indicators,hazard markers, object markers), 80-100 cm high aboveround level, painted black and white in 15 cm wide strips,fitted with 80 x 100 mm rectangular or 75 mm dia circularreflectorised panels at the top, buried or pressed into theground and conforming toIRC-79 and the drawings.

Unit=Each

Taking output=30 Nos.

a) Labour

Mate day 0.040 130.00 5.20

Mazdoor for fixing day 1.000 120.00 120.00

b) Material 30.000 550.00 16500.00

Cost of approved type of delineators from ISI certified firm as per the standard drawing given in IRC - 79

each 1650.00

Add 10 per cent cost of material for installation 831.26

c) Contractor's profit @ 10 % on (a+b) 1910.65

Cost for 30 Nos. delineators = (a+b+ c) 21017.11

Rate per delineators = (a+b+c) /30 Say 701

1.03 e) Traffic Cone

Provision of red fluorescent with white reflective sleeve trafficcone made of low density polyethylene (LDPE) material with a Unit = Running metre

Taking output = 68 Nos.

a) Labour

Mate day 0.020 130.00 2.60

Mazdoor day 0.500 120.00 60.00

b) Material

Traffic cones with 150 mm reflective sleeve each 68.000 600.00 40800.00

c) Machinery

Tractor-trolley hour 0.100 234.00 23.40

d) Contractor's profit @ input on (a+b+c) 4088.60

Cost for 68 Nos. = a+b+c+d 44974.60 44974.60

Rate per metre = (a+b+c+d)/68 661.39

Say 661

1.04 a)

Dismantling of existing structures like culverts, bridges,retaining walls and other structure comprising of masonry,wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable materialwith all lifts and lead of 1000 metres

Unit = cum

Taking output = 1.25 cum

Brick ,Masonary

In cement Mortar

a) Labour

Mate day 0.030 130.00 3.90

Mazdoor for dismantling, loading and unloading day 0.750 120.00 90.00

b) Machinery


Contractor's profit @ input on (a+b) 15.71

Cost for 1.25 cum = a+b+c 172.79

Rate per cum = (a+b+c)/ 1.25 138.23

Say 138

1.04 b)

Dismantling of flexible pavements , Cement ConcreteStructure and Footpath and disposal of dismantled materialsup to a lead of 1000 metres, stacking serviceable andunserviceable materials separately

Unit=cum

Taking output=1 cum

By Mechanical Means

Bituminous course

a) Labour

Mate day 0.010 130.00 1.30

Mazdoor day 0.300 120.00 36.00

b) Machinery


Farm tractor with ripper @ 60 cum per hour hour 0.017 252.00 4.28


Rate per cum = a+b+c 143.55

Say 144

1.05

Taking one 100 mm bore hole at each foundation location ofROB proper and one each in approaches on each side by usingdouble tube boring machine and carrying out tests todetermine Engineering Properties of soil and to ascertain rocklevels / qualities of strata at each location and submitting thesoil investigation report with necessary interpretation of thetest results as directed by Engineer and as per ecification.

a) Boring in all strata excluding

hard rock

As per DSR 2005-06( Page No.213 Sr.No. 16 ) Rmt 1404.00


Total 1474

b) Drilling in hard rock.

As per DSR 2005-06( Page No.213 Sr.No. 18 ) Rmt 1857.00


Total 1950

Sr No Description Unit Quantity Rate Rs Cost RsSec 2 Foundation and Substructures2.01 Excavation for Structures

Earth work in excavation of foundation ofstructures as per drawing and technicalspecification, including setting out,construction of shoring and bracing, removalof stumps and other deleterious matter,dressing of sides and bottom and backfillingwith approved material.

Unit = cumTaking output = 10 cumDepth upto 3 ma) Labour

Mate day 0.14 130.00 18.20Mazdoor day 3.50 120.00 420.00

c) Contractor's profit @ 10% on (a+b) 43.821. Cost of dewatering may be added 10 percent of labour cost .

43.82

Cost for 10 cum = a+b+c 525.84Rate per cum = (a+b+c)/10 52.58The cost of shoring and shuttering, may be added @ 1 per cent on cost of excavation for open foundation.

0.53

Disposing Of Unsuitable Material Upto 3Km 32.00Rate per cum 85.11

say 85.00Depth Above 3 m a) Labour

Mate/Supervisor day 0.18 130.00 23.40 Mazdoor day 4.50 120.00 540.00

b) Contractor's profit @10% on (a) 56.34Cost of dewatering may be added whererequired upto 15 per cent of labour cost.

84.51


0.62

Disposing Of Unsuitable Material Upto 3Km 32.00Rate per cum 94.59

say 95.00

2.03Plain/Reinforced Cement Concrete in OpenFoundation complete as per Drawing andTechnical Specifications.PCC Grade M15 Unit = cumTaking output = 15 cuma) Material

Cement tonne 4.13 3870.00 15983.10Coarse sand cum 6.75 187.33 1264.4820 mm Aggregate cum 8.10 268.17 2172.1810 mm Aggregate cum 5.40 278.17 1502.12

b) LabourMate day 0.86 130.00 111.80Mason day 1.50 130.00 195.00Mazdoor day 20.00 120.00 2400.00

D. P. R. FOR DEVELOPMENT OF NANDED CITY ROADS UNDER JNNURMRATE ANALYSIS

4

Sr No Description Unit Quantity Rate Rs Cost Rs


c) MachineryConcrete mixer (cap. 0.40/0.28 cum) hour 6.00 150.00 900.00Generator 63 KVA hour 6.00 240.00 1440.00

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)

1732.00

d) Add Contractors Profit @ 10 % 2102.99Cost for 15 cum = a+b+c+d 28071.66Rate per cum = (a+b+c+d)/15 1871.44

say 1871.00

2.04 RCC M30 Pile 1M/1.2M diaUsing Batching Plant, Transit Mixer Unit = cumTaking output = 120 cuma) Material

Cement tonne 53.50 3870.00 207060.48Coarse sand cum 54.00 187.33 10115.8220 mm Aggregate cum 64.80 268.17 17377.4210 mm Aggregate cum 43.20 278.17 12016.94Admixture Kg 172.80 80.00 13824.00


c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader 1 cum capacity hour 6.00 520.00 3120.00Transit Mixer 4 cum capacity for lead upto 1 km.

hour 15.00 600.00 9000.00

Transit Mixer 4 cum capacity, lead beyond 1 Km, L - lead in Kilometer

tonne.km 300L 6.00 9000.00


2463.00

Add 5 per cent of cost of material and labourtowards cost of forming sump, protectivebunds, chiselling and making arrangementsfor under water concreting with tremie pipe..

13152.95

d) Contractor's profit @ 10% on (a+b+c) 26916.18

cost of 120 cum = a+b+c+d 335588.20Rate per cum = (a+b+c+d)/120 2796.57

say 2797.00

Bored cast-in-situ M30 grade R.C.C. Pileexcluding Reinforcement complete as perDrawing and Technical Specifications andremoval of excavated earth with all lifts andlead upto 1000 m.Pile diameter-1000 mmUnit = meterTaking output = 10 ma) Materials

RCC Grade M30 cum 7.85 2796.57 21953.06Rate for concrete may be adopted same asfor bottom plug vide item no. 12.11( C ) (IV)

Concrete to be cast with a tremie pipe 200mm dia.

1097.65

5



b) Machinery( for boring and construction )

Hire and running charges of hydraulic piling rig with power unit and complete accessories including shifting from one bore location to another.(Extra 30% added for embedment in rock)

hour 7.80 3525.00 27495.00

Hire and running charges of light crane for lowering reinforcement cage

hour 0.50 230.00 115.00

Hire and running charges of Bentonite pump

hour 6.00 Rate included in piling rig

Loader I cum bucket capacity. hour 0.40 520.00 208.00Tipper 5.5 cum capacity for disposal of muck from pile bore hole

hour 0.40 200.00 80.00

Bentonite kg 350.00 20.00 7000.00c) Labour

Mate/Supervisor day 0.16 130.00 20.80Mazdoor day 4.00 120.00 480.00Mazdoor for breaking pile head, bending bars, cleaning etc.

day 1.00 120.00 120.00

d) Contractor's profit @10% on (b+c) 3551.88Cost for 10 m = a+b+c+d 62121.39Rate per metre (a+b+c+d)/10 6212.14Bored cast-in-situ M30 grade R.C.C. Pileexcluding Reinforcement complete as perDrawing and Technical Specifications andremoval of excavated earth with all lifts andlead upto 1000 m.

Pile diameter-1200 mmUnit = meterTaking output = 10 ma) Materials

RCC Grade M30 cum 10.17 2796.57 28441.10Rate for concrete may be adopted same asfor bottom plug vide item no. 12.11( C ) (IV)

Concrete to be cast with a tremie pipe 200mm dia.

1422.05

b) Machinery( for boring and construction )


hour 7.80 3525.00 27495.00


hour 0.50 230.00 115.00

Hire and running charges of Bentonite pump

hour 6.00 Rate included in piling rig

Loader I cum bucket capacity. hour 0.50 520.00 260.00Tipper 5.5 cum capacity for disposal of muck from pile bore hole

hour 0.50 200.00 100.00

Bentonite kg 385.00 20.00 7700.00c) Labour

Mate/Supervisor day 0.18 130.00 23.40Mazdoor day 4.50 120.00 540.00Mazdoor for breaking pile head, bending bars, cleaning etc.

day 1.00 120.00 120.00

6



d) Contractor's profit @10% on (b+c) 3635.34Cost for 10 m = a+b+c+d 69851.89Rate per metre (a+b+c+d)/10 6985.19

say 6985.00

2.05Pile Load Test on single Vertical Pile inaccordance with IS:2911(Part-IV)Unit = 1 MTTaking output = 1 MT

a) Initial load test tonne 600.00 300.00 180000.00Including The cost of pile 6985.00Rate per MT=a/600 312.00

b) routine load test tonne 375.00 300.00 112500.00Rate per MT=b/375 300.00

c) Lateral load test tonne 20.00 5000.00 100000.00Rate per MT=c/20 5000.00

2.06 Providing and laying 600 mm thick filter mediabehind abutment as per detailed drawing &specifications complete.

Unit = cumTaking output = 10 cum.a) Labour

Mate day 0.32 130.00 41.60Mazdoor for filling, watering, ramming etc.

day 7.00 120.00 840.00

Mazdoor (Skilled) day 1.00 125.00 125.00b) Material

Filter media of stone aggregate conforming to clause 2504.2.2. of MoRTH specifications.

cum 12.00 167.65 2011.80

c) MachineryWater Tanker of 6 KL capacity hour 0.06 200.00 12.00

d) Contractor's profit @10% on (a+b+c) 303.04

cost for 10 cum of Fiter Media = a+b+c+d 3333.44Rate per cum = (a+b+c+d)/10 333.34

say 333.00

2.07 RCC Grade M30 (Pile caps, Foundation)Unit = cumTaking output = 15 cum

Using Batching Plant, Transit Mixer a) Material


b) LabourMate day 0.84 130.00 109.20Mason day 3.00 130.00 390.00Mazdoor for concreting day 18.00 120.00 2160.00

7



Mazdoor for breaking pile head, bending bars, cleaning etc.

day 1.00 120.00 120.00

c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 125 KVA hour 6.00 450.00 2700.00Loader (capacity 1 cum) hour 6.00 520.00 3120.00

Transit Mixer ( capacity 4.0 cu.m )Lead upto 1 Km hour 15.00 600.00 9000.00Lead beyond 1 Km, L - lead in Kilometer tonne.km 37.5L 6.00 9000.00

Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) Labour and c) Machinery

10544.22


Cost for 15 cum = a+b+c+d 297613.54Rate per metre (a+b+c+d)/15 2480.11

say 2480.00

2.08 RCC Grade M30 (Pier,Abutment)Using Batching Plant, Transit Mixer Unit ; cumTaking Output = 120 cuma) Material



c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader1 cum capacity hour 6.00 520.00 3120.00Transit Mixer 4 cum capacity for lead upto 1 km.

hour 15.00 600.00 9000.00

Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer

tonne.km 300L 6.00 9000.00

Concrete pump hour 6.00 165.00 990.00Per Cum Basic Cost of Labour, Material &

Machinery (a+b+c) 2204.00

Add 3.5 % for extra lift 83311.20d) Formwork @ 14 per cent on cost ofconcrete i.e. cost of material, labour andmachinery

37026.55

e) Contractor's profit @ 10% on (a+b+c+d)

34530.30

cost of 120 cum = a+b+c+d+e 419343.43Rate per cum = (a+b+c+d+e)/120 3494.53add 10% for asthetic finshesh 349.45Rate per cum 3843.98

say 3844.00

2.09 RCC Grade M30 For Pier Caps and pedestal)Using Batching Plant, Transit Mixer Unit = cum

8



Taking output = 120 cuma) Material



c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader hour 6.00 520.00 3120.00Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km

hour 15.00 600.00 9000.00

Lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00

Concrete Pump hour 6.00 165.00 990.00Basic Cost of Labour, Material &

Machinery (a+b+c) for 120 cum264601

Add 3.5 % for extra lift 92610.35Height 5m to 10md) Formwork and staging (a+b+c) 23.00 37044.14e) Contractor's profit @10% on (a+b+c+d)

35474.49

Cost for 120 cum = a+b+c+d+e 429729.56Rate per cum = (a+b+c+d+e)/120 3581.08add 10% for asthetic finishesh 358.11

3939.19say 3939.00

2.10

Providing and fixing in position HYSD Fe415reinforcing bars of various diameters for allRCC works of Superstructure as per detaileddesign and drawings and schedule includingcutting, bending, hooking the bars, bindingwith 18 SWG including all laps, chairs,spacers etc. and cost of all labour, materials,tools, plants, equipment, supporting asrequired with all lifts and leads etc. allcomplete as per specification and as directedby Engineer.

As per DSR 2005-06( Page No.205 Sr.No.874 )

MT 32421.00

Add Corporation Charges @5% 1621.05Total 34042

2.11Providing and applying 2 coats of Coal tar epoxy paint to all concrete surface in contact with earth .Unit = sqmTaking output = 10 sqma) Labour

Mate day 0.01 130.00 1.30Painter day 0.25 130.00 32.50Mazdoor (Skilled) day 0.25 125.00 31.25

9



b) MaterialCoal tar epoxy paint of approved quality for cement concrete surface

Litres 5.00 200.00 1000.00

c) Contractor's profit @ 10% input on (a+b)

106.51

Cost for 10 sqm (a+b+c) 1171.56Rate per sqm (a+b+c)/10 117.16

say 117.00

2.12

Providing and applying single coat epoxy phenolic primer of DFT-50 micron and two coats of epoxy phenolic coating of DFT-100 micron each to surfaces of substructure exposed at atmosphere.Unit = sqmTaking output = 10 sqma) MaterialEpoxy paint with primer litre 5.00 200.00 1000.00b) LabourPainter each 0.60 130.00 78.00Mazdoor each 1.00 120.00 120.00Add 10% Contractor's profit 119.80Rate Per 10 M2 1317.80Rate Per M2 131.78

Say 132.00

2.14

Sinking of well foundation in soil and murum etc. which can be removed by grabbing and chiselling with large scale dewatering or in proper setting of wells including all method excepts pneumatic sinking ( Dia 10 m depth 20 M)

Rm 74235.00

(As per DSR page no.199 and Sr.No.845)

Add 60% extra for depth upto 20 m 44541.00add corporation charges @5% 5938.80Rate per Rmt 124715.00

2.15

Providing and laying in situ M20 cementconcrete in well staining including compactingby vibrating , rodding ,finishing and curing etccomplete(excluding reinforcement )as directedby engineerWith Batching Plant, Transit Mixer Unit : cumTaking Output = 120 cuma) Material

Cement tonne 41.66 3870.00 161224.20Coarse Sand cum 54.00 187.33 10115.8220 mm Aggregate cum 64.80 268.17 17377.4210 mm Aggregate cum 43.20 278.17 12016.94


c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00

10



Generator 100 KVA hour 6.00 450.00 2700.00Loader 1 cum capacity hour 6.00 520.00 3120.00Transit Mixer 4 cum capacity for lead upto 1 km.

hour 15.00 600.00 9000.00

Lead beyond 1 km, L-lead in km tonne.km 300L 6.00 9000.00Concrete Pump hour 6 165.00 990.00


1974.00d) Formwork @ 10 per cent on cost of concrete i.e. cost of material, labour and machinery

19733.34

e) Contractor's profit @ input on (a+b+c+d)

5584.25

Cost for 120 cum = a+b+c+d+e 262161.17Rate per cum = ( a+b+c+d+e )/120 2184.68

say 2185.00

2.16

Providing and laying in situ M25 reinforcedcement concrete well curbs includingnecessary shuttering compacting by vibratingfinishing and curing etc. complete (excludingreinforcement ) as directed by Engineer

Using Batching Plant, Transit Mixer Unit ; cumTaking Output = 120 cuma) Material




hour 15.00 600.00 9000.00


tonne.km 300L 6.00 9000.00

Concrete Pump hour 6.00 165.00 990.00Per Cum Basic Cost of Labour, Material &


d) Formwork @ 20 per cent on cost ofconcrete i.e. cost of material, labour andmachinery

52570.00


27590.98

cost of 120 cum = a+b+c+d+e 343010.96Rate per cum = (a+b+c+d+e)/120 2858.42

say 2858.00

2.17

Providing fabricating and setting out mild steelcutting edges for reinforced cement concretewell curbs as shown on the detailed drawingetc. complete as directed by EngineerAs per DSR 2005-06( Page No.197 Sr.No.838 ) MT 33431

11



add Corporation Charges @5% 1671.55Rate per MT 35102.55

say 35103.00

2.18

Providing and laying in situ M30 reinforcedcement concrete well caps/ pile capsincluding necessary shuttering compacting byvibrating finishing and curing etc. complete(excluding reinforcement ) as directed byEngineer Using Batching Plant, Transit Mixer Unit = cumTaking output = 120 cuma) Material



c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader (capacity 1 cum) hour 6.00 520.00 3120.00Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity for lead upto 1 km.

hour 15.00 600.00 9000.00


Concrete Pump hour 6.00 165.00 990.00 Formwork @ 3.5 per cent of (a+b+c) 9255.28



say 2476.00

2.19

Providing and filling in well with sand /rubbleand sand /shingle and sand includingcompaction betwwen the top plug and bottomplug etc.complete as directed by engineer unit= 1 cumTaking output = 1 cuma) Materialsand ( assuming 20per cent voids) cum 1.20 187.33 224.80b) Labour Mate day 0.01 130.00 1.30Mazdoor day 0.30 120.00 36.00c) Contractors profit @10% (b) 3.73Rate per cum 265.83

say 266.00

12



2.20

Providing and laying in situ M15 reinforcedcement concrete for the bottom plugs of wellin dry under water including compacting byvibrating finishing and curing etc. complete(excluding reinforcement ) as directed byEngineer Using Batching Plant, Transit Mixer Unit ; cumTaking Output = 120 cuma) Material




hour 15.00 600.00 9000.00


tonne.km 300L 6.00 9000.00


1787.00

Add 5 per cent of cost of material and labourtowards cost of forming sump, protectivebunds, chiselling and making arrangementsfor under water concreting with tremie pipe..

6526.46



say 2025.00

2.21

Providing and laying in situ M15 reinforcedcement concrete for the Top plugs of wellincluding compacting by vibrating finishingand curing etc. complete (excludingreinforcement ) as directed by Engineer PCC Grade M15 Unit = cumTaking output = 120 cuma) Material




13



Generator 100 KVA hour 6.00 450.00 2700.00Loader 1 cum capacity hour 6.00 520.00 3120.00Transit Mixer 4 cum capacity for lead upto 1 km.

hour 15.00 600.00 9000.00


tonne.km 300L 6.00 9000.00


12889.00


Cost for 15 cum = a+b+c+d 230748.94Rate per cum = (a+b+c+d)/120 1922.91

say 1923.00

2.22 Providing and installing 6 mm MS liner forupper 2.5m depth of bored-cast-in-situconcrete piles including applying protectivecoating as per drawing and specification andas directed by Engineer (excludingreinforcement).Unit = MTMild steel liner in pile ( 6 mm)Unit - 1 MTa)Material Steel Plate MT 1.05 24960.0 26208.00b)LabourMate day 1.24 130.0 161.20Fitter day 6.00 130.0 780.00Blacksmith day 5.00 130.0 650.00Welder day 5.00 130.0 650.00Mazdoor day 10.00 120.0 1200.00Electrodes , cutting gas and other consumable @5% of a) 1310.40Transportation MT 1.00 1000.0 1000.00Erection MT 1.00 2500.0 2500.00c) contractors Profit @10% 3095.96Rate per MT(a+b+c) 37555.56

say 37556.00

14

Sr No Description Unit Quantity Rate Rs Cost RsSec 3 SuperStructure

3.01/3.06

High tensile steel wires/strands including allaccessories for stressing, stressing operationsand grouting complete as per drawing andTechnical SpecificationsUnit = 1 MTTaking output = 0.282 MTDetails of cost for 12T13 strand 30 m long cable (weight = 0.282 MT)a) Material

H.T. Strand @ 9.42 kg/m including 2 per cent for wastage and extra length for jacking

tonne 0.29 44000.00 12656.16

Sheathing duct ID 66 mm along with 5 per cent extra length 30 x 1.05 = 31.5 m.

metre 31.50 125.00 3937.50

Tube anchorage set complete with bearing plate, permanent wedges etc

each 2.00 2000.00 4000.00

Cement for grouting including 3 per cent wastage @ 3.00 kg/m = 3 x 1.03 x 30 = 92.7 kg (say, = 93 kg)

tonne 0.093 3870.00 359.91

Add 0.50 per cent cost of material for Spacers, Insulation tape and miscellaneous items

1047.68

b) Labouri) For making and fixing cables, anchorages

Mate day 0.16 130.00 20.80Blacksmith day 1.00 130.00 130.00Mazdoor day 3.00 120.00 360.00

ii) For prestressing Mate/Supervisor day 0.05 130.00 6.50Prestressing operator / Fitter day 0.25 130.00 32.50Mazdoor day 1.00 120.00 120.00

iii) For groutingMate/Supervisor day 0.05 130.00 6.50Mason day 0.25 130.00 32.50Mazdoor day 1.00 120.00 120.00

c) MachineryStressing jack with pump hour 2.50 83.00 207.50Grouting pump with agitator hour 1.00 50.00 50.00Generator 33 KVA. hour 3.50 240.00 840.00

d) Contractor's profit @ input on (a+b+c) 2392.75Cost for 0.282 MT (a+b+c+d) 26320.30Rate per MT = (a+b+c+d)/0.282 93334.41

say 93334.00

3.02 PSC Grade M-40 Precast GirderUnit = 1 cumTaking output = 120 cuma) Material

Cement tonne 51.60 3870.00 199692.00Coarse sand cum 54.00 187.33 10115.8220 mm Aggregate cum 64.80 268.17 17377.4210 mm Aggregate cum 43.20 278.17 12016.94Admixture @ 0.4 per cent of cement kg 223.20 80.00 17856.00

b) LabourMate day 0.94 130.00 122.20


15



Mason day 3.50 130.00 455.00Mazdoor day 20.00 120.00 2400.00

c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader hour 6.00 520.00 3120.00

Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km

hour 15.00 600.00 9000.00

Lead beyond 1 Km, L - lead in Kilometer tonne.km 300*5 6.00 9000.00Basic Cost of Labour, Material & Machinery

(a+b+c) for 120 cum292496.00

For formwork and staging add the following:

For T-beam & slab 23-33 per cent of cost ofconcrete.Height Above 10m Formwork and staging (a+b+c) 33% 26.00 96523.48(e) Placement of girders in position over piercaps including placement of sand jacks,channel, levelling etc.Add for(Loading and machinary hire charges)construction at precast yard @ 10%

29249.60

Add for transportation and Launching of Girderin position @ 10%

29249.60

f) Contractor's profit @ input on (a+b+c+d+e)

40800.79

Cost for 120 cum = a+b+c+d+e+f 488318.84Rate per cum = (a+b+c+d+e+f)/120 4069.32

say 4069.00

3.03

Supplying, fitting and fixing in position true toline and level POT-PTFE bearing consisting ofa metal piston supported by a disc orunreinforced elastomer confined within a metalcylinder, sealing rings, dust seals, PTFEsurface sliding against stainless steel matingsurface, complete assembly to be of caststeel/fabricated structural steel, metal andelastomer elements to be as per IRC: 83 part-I& II respectively and other parts conforming toBS: 5400, section 9.1 & 9.2 and clause 2006 ofMoRTH Specifications complete as per drawingand approved Technical Specifications.

Unit: one tonne capacityPOT Cum PTFE Bearing

1) 90 Tonne Capacity each. 1.00 9900.00 9900.00 Contractor's profit @ 10% 990.00cost for 90 tonnes capacity bearing 10890.00



16



17



3.04 RCC Grade M-40 ( Deck Slab and Diaphragm)Unit = 1 cumTaking output = 120 cuma) Material





hour 15.00 600.00 9000.00

Lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00Concrete Pump hour 6.00 165.00 990.00

Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum

293486.00

add for lift 3.5% 112992.11For formwork and staging add the following:

For solid slab/voided slab super-structure, 18-28 per cent of cost of concrete (a+b+c) Above 10mD) Formwork and staging per cent of(a+b+c)

21.00 82175.91

e) Contractor's profit @ input on (a+b+c+d) 33615.11

Cost for 120 cum = a+b+c+d+e 522268.51Rate per cum = (a+b+c+d+e)/120 4352.24

say 4352.00

3.05 RCC Grade M-40 ( Box Girder)Unit = 1 cumTaking output = 120 cuma) Material




18



Generator 100 KVA hour 6.00 450.00 2700.00Loader hour 6.00 520.00 3120.00


hour 15.00 600.00 9000.00



293486.00

Add 3.5% for extra lift 112992.11For formwork and staging add the following:

For cast-in-situ box girder, segmentalconstruction and balanced cantilever, 36-58 percent of cost of concrete.d) Formwork and staging 58 per cent of(a+b+c)

46.00 170221.52


42419.67

Cost for 120 cum = a+b+c+d+e 619118.68Rate per cum = (a+b+c+d)/120 5159.32

say 5159.00

3.08

Providing and applying 3 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Unit = sqmTaking output = 10 sqma) Labour


b) MaterialWater based paint of approved quality for cement concrete surface

Litres 5.00 125.00 625.00

C)Contractor's profit @ input on (a+b) 69.01Cost for 10 sqm (a+b+c) 759.06Rate per sqm (a+b+c)/10 75.91add rate for 1 coat 37.95Rate per sqm 113.86

say 114.003.10 Providing and laying in-situ RCC M30 grade

concrete in waist slab including centering, shuttering, mixing in mechanised batch mix plant, compaction, curing and dewatering if necessary, excluding reinforcement as per specification and as directed by Engineer. RCC Grade M30 For waist slabUsing Batching Plant, Transit Mixer Unit = cumTaking output = 120 cuma) Material


19




c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader hour 6.00 520.00 3120.00Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km

hour 15.00 600.00 9000.00



263611

Add 3.5 % for extra lift 9226.39Height 5m to 10md) Formwork and staging (a+b+c) @ 4.5% 23.00 11862.50e) Contractor's profit @10% on (a+b+c+d) 24617.93


say 2586.003.11 Providing and fixing 150*100 mm non skidding

precast chequred tiles 25 mm thick of approvedquality in traffic island and where evernecessary in city suburban limit over 18 mmthick C.M 1:3 including curing etc.complete asper drawing and as directed by Engineer.

Unit = 10 Sqm

a) Material

Chequared Tile Sqm 11.00 130.00 1430.00Cement Mortar 1:3 Sqm 0.18 2211.60 398.09

1828.09Cement Mortar 1:3 (sub Analysis)Unit =CumTaking Output =1cumMaterialCement MT 0.51 3870.00 1973.70Sand Cum 1.05 187.33 196.70Mate day 0.04 130.00 5.20Mazdoor day 0.30 120.00 36.00Total = (A+B) 2211.60b) Labour Mason day 2.16 130.00 280.80Mazdoor day 2.16 120.00 259.20

540.00Sundries 15.00c) Contractor's profit @ input on (c) 55.50Rate per 10 sqm = a+b+c 2438.59Rate per sqm = (a+b+c)/10 243.86

say 244

20

Sr No Description Unit Quantity Rate Rs Cost RsSec 4 Miscallaneous Items4.01 RCC Grade M-40 ( Crash Barrier)

Unit = 1 cumTaking output = 120 cuma) Material




Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km hour 15.00 600.00 9000.00

Lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00Basic Cost of Labour, Material & Machinery

(a+b+c) for 120 cum292496.00

add for lift 3.5% 122848.32e) Contractor's profit @ input on (a+b+c+d) 25298.52


say 3672.00Unit = Linear metreTaking output = 10 ma) M 40 grade concrete

cum 6.457 3672.00 23710.10b) Labour


c) MaterialHYSD steel reinforcement including dowel bars tonne 0.280 24960.00 6988.80

Pre-moulded asphalt filler board sqm 0.320 700.00 224.00

e) Contractor's profit @ input on (b+c+d) 733.80

Cost for 10 metre = a+b+c+d+e 31781.90Rate per metre = (a+b+c+d+e)/10 3178.19

say 3178.00

4.02 Providing 100mm dia PVC pipe in footpath / crash barrier for utilityUnit - m1) Cost of 100mm dia PVC pipe M 1.000 125.00 125.002) Labour for laying - 5% 6.25Add 10% Contractor's profit 12.50Rate per m 143.75

say 144.004.03 Kerb M-25

With Batching Plant, Transit Mixer


20



Unit: cumTaking Output = 120 cuma) Material

Cement tonne 48.38 3870.00 187230.60Coarse sand cum 54.00 187.33 10115.8220 mm Aggregate cum 64.80 268.17 17377.4210 mm Aggregate cum 43.20 278.17 12016.94Cost of Water Kl 270.00 100.00 27000.00


c) MachineryKerb Casting Machine @ 60meter/hour Hour 6.00 200.00 1200.00Batching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Transit Mixer 4 cum capacity for lead upto 1 km.

hour 15.00 600.00 9000.00


2294.00 275240.00

d) Contractors Profit @ 10 % (b+c) 20872.98cost of 120 cum = a+b+c+d 296112.98Rate per cum (a+b+c+d)/120 2467.61

say 2468.00

4.06 Providing and fixing in position 100mm diadrainage spout with GI grating Unit - Eacha) MaterialCost of MS grating including hopper No. 1.00 100.00 100.00Cost of 100mm dia GI pipe M 1.00 135.00 135.00Cost of anti-corrosive / bituminous paint LS 50.00b) Labour Mason day 0.10 130.00 13.00Mazdoor day 0.20 120.00 24.00Add Contractor's Profit @10% 32.20Total Say 354.00

4.07/4.08

Providing and fixing 150mm dia runner anddowntake PVC pipe150mm dia PVC pipe m 1 148 148Fixture, clamps, etc. LS 25 25Bends No. 0.5 135 67.5Labour for fixing LS 50 50Add Contractor's Profit @10% 29.05Rate per m 319.55

Say 320.00

4.09 Providing and constructing catch pit 0.90 m x 0.45m x 1.2 m deep in BB masonry includingexcavation, backfilling in soil, 100 mm thick M-15grade PCC below and covered with 100 mm thickRCC M-25 slab, reinforcement, M.S. covering,smooth finish from inside etc. complete as perdrawing and as directed by Engineer.Unit = Nos

21



AS per DSR 2005-06 Page No. 126 Sr.No.538No 1.00 1850.00 1942.50

Deduct PCC M15 Rate 0.06 1692.00 93.06Deduct RCC Cover M25 Rate 0.03 2929.00 88.97Total 1760.47Excavation of Catchpit 0.94 61.00 57.10Add Rate of Concrete PCC M15 0.06 1871.00 102.91Add rates of Concrete RCC Cover M25 0.03 2468.00 74.97Add for Steel 0.0010 34042.00 34.47

Rate Per No 2030.00

4.10 Providing and fixing precast concrete 300 mm dia.pipes, type NP3, granular and concrete beddingbelow pipe, encasing pipe with M-30 concrete,including cost of all materials, labour, etc.complete with all lifts and leads etc. as perspecifications and as directed by Engineer. Unit = metreTaking output = 12.5 metres ( 5 pipes of 2.5 mlength each )1000 mm diaa) Labour

Mate day 0.180 130.00 23.40Mason day 0.500 130.00 65.00Mazdoor day 4.000 120.00 480.00

b) MaterialSand at site cum 0.070 187.33 13.11Cement at site tonne 0.050 3870.00 193.50RCC pipe NP-3 300 mm dia /prestressed concrete pipe including collar at site

metre 12.500 312.00 3900.00

Granular material passing 5.6 mm sieve for bedding

cum 4.500 268.17 1206.77

c) Encasement of pipes with M30 Concrete cum 0.094 2480.00 233.62d) Contractor's profit @ input on (a+b+c) 611.54Cost for 12.5 metres = a+b+c+d 6726.93Rate per metre = (a+b+c+d)/12.5 538.15

say 538.00Strip Seal Expansion Joint

4.11

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Unit = Running meterTaking output = 12 m a) Labour

Mate day 0.05 130.00 6.50Mazdoor day 1.00 120.00 120.00Mazdoor (Skilled) day 0.25 125.00 31.25

b) MaterialSupply of complete assembly of strip seal metre 12.00 6500.00 78000.00Add 5 per cent of cost of material for 3907.89


22



Cost for 12 m = (a+b+c) 90272.20Rate per m = (a+b+c)/12 7522.68

say 7523.00

4.12 Providing and applying primer coat usingbituminous emulsion or cut back primer overprepared surface of granular base with emulsionpreheated to a temperature between 20OC - 60OC and applying a uniform coat with the aid of selfpropelled bitumen pressure sprayer with selfheating arrangement and spraying bar withnozzles of constant volume for pressure system at 10 kg/10 sqm including all materials, labour,machinery etc. complete with all leads and lifts asdirected by Engineer and as per specification.Unit = sqmTaking output = 3500 sqma) Labour


b) MachineryMechanical broom @ 1250 sqm per hour hour 2.800 230.00 644.00Air compressor 250 cfm hour 2.800 206.00 576.80Emulsion pressure distributor @ 1750 sqm hour 2.000 692.00 1384.00Water tanker 6 KL capacity hour 1.000 200.00 200.00

c) MaterialBitumen emulsion @ 1 kg per sqm tonne 3.500 25426.10 88991.35

Add Lead Charges for asphalt for 625 6343.75d) Contractor's profit @ input on (a+b+C) 9839.03Cost for 3500 sqm = a+b+c+d 108229.33Rate per sqm = (a+b+c+d)/3500 30.92

say 31.00

4.13 Providing and applying tack coat with bitumenemulsion using emulsion pressure distributor atthe rate of 0.50 kg per sqm on the preparedbituminous/granular surface cleaned withmechanical broom.Unit = sqmTaking output = 3500 sqma) Labour


b) MachineryMechanical broom @ 1250 sqm per hour hour 2.800 230.00 644.00Air compressor 250 cfm hour 2.800 206.00 576.80Emulsion pressure distributor @ 1750 sqm per hour

hour 2.000 692.00 1384.00

c) MaterialBitumen emulsion @ 0.5 kg per sqm tonne 1.750 25426.10 44495.68

Add Lead Charges for asphalt for 625 [email protected]/T.

3171.88

d) Contractor's profit @ input on (a+b+C) 5052.28

23



Cost for 3500 sqm = a+b+c+d 55575.03Rate per sqm = (a+b+c+d)/3500 15.88

say 16.00

4.14 Providing and laying 6 mm thick mastic asphaltwearing course on top of deck slab excludingprime coat with paving grade bitumen meeting therequirements given in table 500-29, prepared byusing mastic cooker and laid to required level andslope after cleaning the surface, includingproviding antiskid surface with bitumen precoatedfine grained hard stone chipping of 9.5 mmnominal size at the rate of 0.005cum per 10 sqmand at an approximate spacing of 10 cm center tocenter in both directions, pressed into surfacewhen the temperature of surfaces not less than100 deg. C, protruding 1 mm to 4 mm over masticsurface, all complete as per clause 515.Unit = sqmTaking output = 145 sqm (2 tonnes)(0.869cum) assuming a density of 2.3 tonnes/cum.

a) LabourMate day 0.49 130.00 63.70Mazdoor day 11.00 120.00 1320.00Mazdoor (Skilled) day 1.25 125.00 156.25

b) MachineryMechanical broom @ 1250 sqm per hour hour 0.06 230.00 13.80Air compressor 250 cfm hour 0.06 206.00 12.36Mastic cooker 1 tonne capacity hour 6.00 40.00 240.00Bitumen boiler 1500 litres capacity hour 6.00 128.00 768.00Tractor for towing and positioning of mastic cooker and bitumen boiler

hour 1.00 234.00 234.00

c) MaterialBase mastic (without coarse aggregates) = 60 percent Coarse aggregate(3.35mm to 9.5 mm size) = 40per cent .Proportion of material required for mastic asphaltwith coarse aggregates (based on mix designdone by CRRI for a specific case)

i) Bitumen 80/100 or 60/70 or 30/40 @ 10.2 per cent by weight of mix. 2 x 14.0/100 = 0.204

tonne 0.280 25426.10 7119.31

add Lead Charges for Bitumen 625 Km 507.50ii) Crusher stone dust @ 31.9 per cent by weight of mix = 2 x 31.9/100 = 0.638 tonnes = 0.638/1.625 = 0.39

cum 0.39 197.17 76.90

iii) Lime stone dust filler with calcium carbonate content not less than 80 per cent by weight @ 17.92 per cent by weight of mix = 2 x 17.92/100 = 0.36

tonne 0.36 5000.00 1800.00

iv) Coarse aggregates 9.5 mm to 3.35 mm size @ 40 per cent by weight of mix = 2 x 40/100 = 0.8 MT = 0.8/1.456 = 0.55

cum 0.55 278.17 152.99

24



v) Pre-coated stone chips of 9.5 mm nominal size for skid resistance = 72.46x0.005/10 = 0.036

cum 0.036 278.17 10.01

vi) Bitumen for coating of chips @ 2 per cent by weight = 0.036 x 1.456 x 2/100 = 0.001048MT = 1.05kg

kg 1.05 25.43 26.70

d)Contractor's profit @ on (a+b+c) 1047.16Cost for 145 sqm = a+b+c+d 13548.68Rate per sqm = (a+b+c+d)/145 93.44

say 93.00

b)Providing and laying 12 mm thick mastic asphaltwearing course on top of deck slab

a) for 6 mm thick 13548.68rate per sqmb) for 12 mm thick mastic asphalt rate per sqm (a)/72.5) 186.88

say 187.00

4.15

Providing and laying dense graded bituminousmacadam with 100-120 TPH batch type HMPproducing an average output of 75 tonnes perhour using crushed aggregates of specifiedgrading, premixed with bituminous binder @ 4.5per cent by weight of total mix and filler,transporting the hot mix to work site, laying with ahydrostatic paver finisher with sensor control tothe required grade, level and alignment, rollingwith smooth wheeled, vibratory and tandemrollers to achieve the desired compaction as perMoRTH specification clause No. 507 complete inall respects.

Unit = cumTaking output = 195 cum (450 tonnes)a) Labour

Mate day 0.840 130.00 109.20Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction

day 16.000 120.00 1920.00

Skilled mazdoor for checking line & levels day 5.000 125.00 625.00b) Machinery

Batch mix HMP @ 75 tonne per hour hour 6.000 7150.00 42900.00Paver finisher hydrostatic with sensor control @ 75 cum per hour

hour 6.000 1725.00 10350.00

Generator 250 KVA hour 6.000 1285.00 7710.00Front end loader 1 cum bucket capacity hour 6.000 520.00 3120.00Tipper 10 tonne capacity tonne.km 450 x 3 1.60 2160.00smooth wheeled roller 8-10 tonnes for initial break down rolling.

hour 6.00x0.65* 297.00 1158.30

Vibratory roller 8 tonnes for intermediate rolling.

hour 6.00x0.65* 994.00 3876.60

Finish rolling with 6-8 tonnes smooth wheeled tandem roller.

hour 6.00x0.65* 738.00 2878.20

25



c) Materials Bitumen @ 4.5 per cent of weight of mix tonne 20.250 25426.10 514878.53Aggregate


36703.13

Total weight of mix = 450 tonnesWeight of bitumen = 19.13 tonnesWeight of aggregate = 450 -19.13 = 430.87tonnesTaking density of aggregate = 1.5 ton/cumVolume of aggregate = 287.25 cumGrading - II19 mm (Nominal Size)

25 - 10 mm 30 per cent cum 86.160 268.17 23105.5310 - 5 mm 28 per cent cum 80.430 273.17 21971.065 mm and below 40 per cent cum 114.900 232.67 26733.78Filler @ 2 per cent of weight of aggregates. tonne 8.620 197.17 1699.61

d) Contractor's profit @ on (a+b+c) 62838.90Cost for 195 cum = a+b+c+d 764737.82Rate per cum = (a+b+c+d)/195 (For Grading-II) 3921.73

say 3922.00

4.16

Providing and laying bituminous concrete with100-120 TPH batch type hot mix plant producingan average output of 75 tonnes per hour usingcrushed aggregates of specified grading,premixed with bituminous binder @ 5.5 per centof mix and filler, transporting the hot mix to worksite, laying with a hydrostatic paver finisher withsensor control to the required grade, level andalignment, rolling with smooth wheeled, vibratoryand tandem rollers to achieve the desiredcompaction as per MORTH specification clauseNo. 509 complete in all respectsUnit = cumTaking output = 191 cum (450 tonnes)a) Labour


day 16.000 120.00 1920.00



hour 6.000 1725.00 10350.00

Generator 250 KVA hour 6.000 1285.00 7710.00Front end loader 1 cum bucket capacity hour 6.000 520.00 3120.00Tipper 10 tonne capacity tonne.km 450 x 3 1.60 2160.00Smooth wheeled roller 8-10 tonnes for initial break down rolling.

hour 6.00x0.65* 297.00 1158.30


hour 6.00x0.65* 994.00 3876.60


hour 6.00x0.65* 738.00 2878.20

26



c) Materiali) Bitumen@ 5.5 per cent of weight of mix tonne 24.750 25426.10 629295.98


44859.38

ii) AggregateTotal weight of mix = 450 tonnesWeight of bitumen = 24.75 tonnesWeight of aggregate = 450 -24.75 = 425.25 tonnesTaking density of aggregate = 1.5 ton/cumVolume of aggregate = 285 cumGrading - II-13 mm (Nominal Size)

13.2 - 10 mm30 per cent cum 85.500 280.67 23997.2910 - 5 mm 25 per cent cum 71.250 273.17 19463.365 mm and below43 per cent cum 122.550 232.67 28513.71Filler @ 2 per cent of weight of aggregates. tonne 8.620 197.17 1699.61

for Grading-II(13 mm nominal size)d) Contractor's profit @ on (a+b+c) 75096.27Cost for 191 cum = a+b+c+d 899732.88Rate per cum = (a+b+c+d)/191 (For Grading-II) 4710.64

say 4711.00

b) Providing and laying bituminous concrete with100-120 TPH batch type hot mix plant producingan average output of 75 tonnes per hour usingcrushed aggregates of specified grading,premixed with (PMB 40)Modified bituminousbinder @ 5.5 per cent of mix and filler,transporting the hot mix to work site, laying with ahydrostatic paver finisher with sensor control tothe required grade, level and alignment, rollingwith smooth wheeled, vibratory and tandemrollers to achieve the desired compaction as perMORTH specification clause No. 509 complete inall respectsUnit = cumTaking output = 191 cum (450 tonnes)a) Labour


day 16.000 120.00 1920.00



hour 6.000 1725.00 10350.00

Generator 250 KVA hour 6.000 1285.00 7710.00Front end loader 1 cum bucket capacity hour 6.000 520.00 3120.00Tipper 10 tonne capacity tonne.km 450 x 3 1.60 2160.00Smooth wheeled roller 8-10 tonnes for initial break down rolling.

hour 6.00x0.65* 297.00 1158.30


hour 6.00x0.65* 994.00 3876.60

27




hour 6.00x0.65* 738.00 2878.20

c) Materiali) Modified Bitumen@ 5.5 per cent of weight of mix ( PMB 40)

tonne 24.750 28959.32 716743.17


44859.38

ii) AggregateTotal weight of mix = 450 tonnesWeight of bitumen = 24.75 tonnesWeight of aggregate = 450 -24.75 = 425.25 tonnesTaking density of aggregate = 1.5 ton/cumVolume of aggregate = 285 cumGrading - II-13 mm (Nominal Size)



say 5214.00

4.17

Providing & fixing discontinuous M25 PCCprecast kerb stonesof size 600 x 300 x 1200 mmat a spacing of 1200 mm c/c on road side parallelto the retaining wall of reinforced structure at adistance of 1000 mm from the face of retainingwall including transportation, excavation etc.complete with all leads as per specification andas directed by Engineer.

Unit = NosRate of M25 Concrete Cum 0.216 2467.61 533.00Sr.No.4.03Rate Per Nos 533

4.19Providing traffic lane line strips 10 cm wide withapproved road marking paint in two coats as perspecification and as directed by Engineer.a) With hot applied thermoplastic paint Sqm 600 for yellow edge lineAs per DSR 2005-06( Page No.185 Sr.No. 778 ) 30Add Corporation Charges @5% 630Total

b) With hot applied thermoplastic paint 600 for white strips. SqmAs per DSR 2005-06( Page No.185 Sr.No. 778 ) 30Add Corporation Charges @5% 630Total

28



4.20

Providing & fixing in position 100 mm Dia. A.C.pipes as weep holes in Abutments and ReturnWalls completed in all respect as per specificationand as directed by Engineer.As per DSR 2005-06( Page No.196 Sr.No. 834 ) Nos 55Add Corporation Charges @5% 2.75Total 58

4.21Providing, fitting and fixing mild steel railingcomplete as per drawing and TechnicalSpecificationUnit = 1 RMTaking output = 2 x 50 m span = 100 ma) Material:

1) ISMC 100 = 2.806 x 1.05 = 2.946 MT tonne 2.95 25000.00 73650.002) MS Flat = 0.964 x 1.05 = 1.012 MT tonne 1.01 25000.00 25300.003) MS bars = 0.17 x 1.05 = 0.180 MT tonne 0.18 25000.00 4500.004) MS bolts, nuts and washers tonne 0.15 31500.00 4725.00Add @ 5 per cent of cost of material for painting one shop coat with red oxide primer and three coats of synthetic enamel paint and consumables to safeguard against weathering and corrosion.

5408.75

Add for cost of concrete for fixing vertical posts in the performed recess @ 1 per cent of cost of material.

1081.75

Add for electricity charges, welding and drilling equipment, electrodes and other consumables @ 1 per cent of cost of material.

1081.75

b) LabourMate day 2.80 130.00 364.00Mazdoor (Skilled) day 30.00 125.00 3750.00Mazdoor day 40.00 120.00 4800.00

c)Contractor's profit @ on (a+b) 12466.13Cost for 100 m steel railing = a+b+c 137127.38Rate per metre (a+b+c)/100 1371.27

say 1371.00

4.22Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.Unit = Running meterTaking output = 12 ma) LabourFor carrying, placing & fixing.


b) Material20 mm thick compressible fibre board 12 m long x 25 cm deep.

sqm 3.00 945.00 2835.00

Area = 12 x 0.25 = 3 sqmc) Contractor's profit @ input on (a+b) 286.05Cost for 12 m = (a+b+c) 3146.59Rate per m = (a+b+c)/12 262.22

29



say 262.00

4.23 M30 FACIA PANNEL Using Batching Plant, Transit Mixer Unit = cumTaking output = 120 cuma) Material




hour 15.00 600.00 9000.00


tonne.km 300L 6.00 9000.00


2196.00

d) Formwork @ 3.5 per cent of cost of concrete i.e. cost of material, labour and machinery

9221.99

f) Contractor's profit @ input on (a+b+c+d+e)

23319.72

cost of 120 cum = a+b+c+d+e+f 296027.09Rate per cum (a+b+c+d+e+f )/120 2466.89

say 2467.00

4.24 Construction of RCC railing of M30 Grade in-situwith 20 mm nominal size aggregate, true to lineand grade, tolerance of vertical RCC post not toexceed 1 in 500, centre to centre spacingbetween vertical post not to exceed 1000 mm,leaving adequate space between vertical post forexpansion, complete as per approved drawingsand technical specifications.Unit = 1 RMTaking output = 2 x 24 m span = 48 m.a) MaterialUsing Batching Plant, Transit Mixer andConcrete PumpUnit = cumTaking output = 120 cuma) Material


b) LabourMate day 0.84 130.00 109.20

30



Mason day 3.00 130.00 390.00Mazdoor day 18.00 120.00 2160.00

c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader hour 6.00 520.00 3120.00Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km hour 15.00 600.00 9000.00



263477.00 2195.64

Cement concreteM30 Grade Refer relevant item of concrete

cum 4.250 2195.64 9331.48

No. of vertical posts = (12 + 2)2 = 28 Nos., External area of vertical post 0.25x0.275 = 0.069sqm, Concrete in vehicle posts = 0.069 x 28 = 1.932 cum, Hand rail in 3 tiers = 3 x 24 = 72 m, External area = 0.170 x 0.175 = 0.03 sqm, Concrete in hand rails = 0.03 x 72 = 2.16 cum, Total Concrete = 1.932 + 2.16 = 4.092 cum. (Refer MoRTH SD / 202).

Add 12 per cent of above cost for form work. 1119.78

HYSD bar reinforcement Rate tonne 0.87 25000.00 21625.00c) Contractor's profit @ input on (a+b) 24672.00Rate for 48 m (a+b+c) 56748.25Rate per metre (a+b+c)/48 1182.26

say 1182.004.25 Back filling behind abutment, wing wall and return

wall complete as per drawing and TechnicalSpecification Unit = cumTaking output = 10 cumGranular materiala) Labour


b) MaterialGranular material cum 12.00 44.00 528.00

c) MachineryPlate compactor/power rammer hour 2.50 75.00 187.50Water Tanker hour 0.05 200.00 10.00

d) Contractor's profit @ input on (a+b+c) 160.19Cost for 10 cum of granular backfill = a+b+c+d 1762.09Rate per cum = (a+b+c+d)/10 176.21

say 176.004.26 Providing and fixing Neoprene bearing as per

standard specification etc.complete( as per IRC-83 Part-11)As per DSR 2005-06 (Sr.No. 878 Page.No. 206) cu.centi

meter 1.2Add Corporation Charges @ 5% 0.06Rate per cu.centimeter 1.26

31


Sec 5 Solid Approaches / Reinforced Earth Retaining Wall

5.02 PCC M30 For Facia ElementUsing Batching Plant, Transit Mixer Unit : cumTaking Output = 120 cuma) Material



c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader 1 cum capacity hour 6.00 520.00 3120.00Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00 600.00 9000.00Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer

tonne.km 300L 6.00 9000.00

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 2195.00d) Formwork @ 3.50 per cent of cost of concrete i.e. cost of material, labour and machinery

9217.30

e)Contractor's profit @ on (a+b+c+d) 23319.25cost of 120 cum = a+b+c+d+e 295887.84Rate per cum (a+b+c+d+e )/120 2465.73

say 2466.005.03 M30 FACIA PANNEL

Using Batching Plant, Transit Mixer Unit = cumTaking output = 120 cuma) Material




tonne.km 300L 6.00 9000.00

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 2196.00d) Formwork @ 3.5 per cent of cost of concrete i.e. cost of material, labour and machinery

9221.99

f) Contractor's profit @ input on (a+b+c+d+e) 23319.72cost of 120 cum = a+b+c+d+e+f 296027.09Rate per cum (a+b+c+d+e+f )/120 2466.89

say 2467.00Facing elements of RCC M30Unit = sqmTaking output = 75 sqma) Labour

Mate day 0.180 130.00 23.40


32



Mazdoor day 3.000 120.00 360.00Mazdoor skilled day 1.500 125.00 187.50

b) MachineryLight crane with lifting capacity upto 3 tonne hour 6.000 230.00 1380.00

c) MaterialPre-cast RCC M-35 facing elements of size as per design and 18 cm thick for 75 sqm. (Refer Item 12.8 (H))

cum 13.500 2467.00 33304.50

HYSD steel @ 5 kg / sqm (Refer Item 12.6) tonnes 0.380 34042.00 12935.96Add 2 per cent of cost of facia pannels, for all necessary temporaryform work, scaffolding and provision of loops/lugs for lifting of pannelsand joining the reinforcing elements.

924.81

d) Contractor's profit @ on (a+b+c) 195.09Cost for 75 sqm = a+b+c+d 49311.26Rate per sqm = (a+b+c+d)/ 75 657.48

say 657.00With reinforcing elements of synthetic geogridsUnit = sqmTaking output = 300 sqma) Labour

Mate day 0.360 130.00 46.80Mazdoor day 6.000 120.00 720.00Mazdoor skilled day 3.000 125.00 375.00

b) MaterialSynthetic Geogrids as per clause 3102.8 and approved design andspecifications.

sqm 300.000 300.00 90000.00

Add 10 per cent of the cost of reinforcing elements (synthetic geogrids)for accessories like tie-strips, nuts and bolts and loops/lugs for joiningreinforcing elements with the facia pannels, overlaps and otherprotective elements for synthetic geogrids.

9000.00

c) Contractor's profit @ on (a+b) 10014.18Cost of 300 sqm of Synthetic geogrids = a+b+c 110155.98Rate per sqm = (a+b+c)/ 300 367.19

say 367.00Total of 5.03 say 1024.00

5.04 Providing and laying in-situ RCC M-30 grade friction slab / coping beamon top of facia wall concrete, necessary shuttering, centering,compaction by vibrating, curing, joints etc.complete in all respect withcast in-situ expansion gap at 50 m interval as directed by Engineer andas per specification and drawing, excluding reinforcement.Using Batching Plant, Transit Mixer and Concrete PumpUnit = cumTaking output = 120 cuma) Material



c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader 1 cum capacity hour 6.00 520.00 3120.00Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00 600.00 9000.00

Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 2196.00

Add for lift 3.5% 23058.00

33




9221.99

e) Contractor's profit @ input on (a+b+c+d) 25625.52cost of 120 cum = a+b+c+d+e 321390.89Rate per cum (a+b+c+d+e )/120 2678.26

say 2678.00

5.06 / 5.07

Providing earth work in embankment by using mechanical means withapproved material obtained from borrow areas having 4 days soakedCBR equal to or more than 6%, laying in layers not exceeding 200 mm,breaking clods, dressing to the required lines, curves grades, andwatering to OMC and compacting to 95% modified proctor density withvibratory roller having minimum 80 - 100 kN static weight including alllifts and leads etc. complete as directed by Engineer and as perspecification.As per DSR 2005-06( Page No.205 Sr.No. 874 ) Cum 25.00Add lead charges for 12 Km 39.66Royalty charges for murrum cum 17.67Rate per cum 82.33Add Corporation Charges @5% 4.12Total 86.00

5.08 Construction of granular sub-base (structural Layer)by providing closegraded Material, mixing in a mechanical mix plant at OMC, carriage ofmixed Material to work site, spreading in uniform layers with motorgrader on prepared surface and compacting with vibratory power rollerto achieve the desired density, complete as per clause 401

Unit = cumTaking output = 225 cum (450 tonne)a) Labour

Mate day 0.400 130.00 52.00Mazdoor skilled day 2.000 125.00 250.00Mazdoor day 8.000 120.00 960.00

b) MachineryElectric generator 125 KVA hour 6.000 450.00 2700.00Water tanker 6 KL capacity 5 km lead with one trip per hour hour 4.500 200.00 900.00Front end loader 1 cum bucket capacity hour 6.000 520.00 3120.00Tipper 10 tonne tonne.km 450 1.60 2160.00Motor Grader 110 HP hour 6.000 1545.00 9270.00Vibratory roller 8-10 t hour 6.000 994.00 5964.00

c) MaterialClose graded Granular sub-base Material as per table 400-1For Grading-II Material

26.5 mm to 9.5 mm @ 35 per cent cum 100.800 268.17 27031.549.5 mm to 2.36 mm @ 25 per cent cum 72.000 273.17 19668.242.36 mm below @ 40 per cent cum 115.200 197.17 22713.98Cost of water KL 27.000 100.00 2700.00

Rate per cum for grading-II Materiald) Contractor's profit @ input on (a+b) 2537.60Cost for 225 cum = a+b+c+d 100027.36Rate per cum = (a+b+c+d)/225 444.57

say 445.00

5.09 Construction of granular sub-base( drainage layer) by providing coarsegraded material, spreading in uniform layers with motor grader onprepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per clause 401.Unit = cumTaking output = 300 cum a) Labour

34




b) MachineryMortar Grader 110 HP @ 50 cum per hour hour 6.000 1545.00 9270.00Vibratory roller 8 -10 tonne hour 6.000 994.00 5964.00Water tanker 6 KL capacity hour 3.000 200.00 600.00

c) MaterialFor coarse graded Granular sub-base Materials per table 400-2For Grading-II Material

26.5 mm to 4.75 mm @ 75 per cent cum 288.000 268.17 77232.962.36 mm below @ 25 per cent cum 96.000 197.17 18928.32Cost of water KL 18.000 100.00 1800.00

Rate per cum for grading-II Materiald)Contractor's profit @ input on (a+b) 1709.60Cost for 300 cum = a+b+c+d 116766.88Rate per cum = (a+b+c+d)/300 389.22

say 389.00

5.10 Construction of dry lean cement concrete Sub- base over a preparedsub-grade with coarse and fine aggregate conforming to IS: 383, thesize of coarse aggregate not exceeding 25 mm, aggregate cement rationot to exceed 15:1, aggregate gradation after blending to be as pertable 600-1, cement content not to be less than 150 kg/ cum, optimummoisture content to be determined during trial length construction,concrete strength not to be less than 10 Mpa at 7 days, mixed in abatching plant, transported to site, laid with a paver with electronicsensor, compacting with 8-10 tonnes vibratory roller, finishing andcuring.Unit = cumTaking output = 450 cum (990 tonne)a) Labour


b) MachineryFront end loader 1 cum bucket capacity hour 6.000 520.00 3120.00Cement concrete batch mix plant @ 75 cum per hour hour 6.000 2000.00 12000.00Electric generator 100 KVA hour 6 450 2700.00Paver with electronic sensor hour 6 1850 11100.00Vibratory roller 8-10 t capacity hour 8.000 994.00 7952.00Water tanker6 KL capacity hour 8.000 200.00 1600.00Tipper tonne.km 990 x 5 1.60 7920.00

Add 10 per cent of cost of carriage to cover cost of loading andunloading

792.00

c) MaterialCrushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1 @ 0.90 cum/cum of concrete conforming to clause 602.2.4.

cum 405.000 270.67 109621.35

Coarse Sand as per IS: 383 @ 0.45 cum/cum of concrete cum 203.000 187.33 38027.99Cement @ 150 kg/cum of concrete tonne 67.500 3870.00 261225.00Cost of water KL 48.000 100.00 4800.00

d) Contractor's profit on (a+b+c) 5071.96Cost for 205 cum = a+b+c+d 469465.90Rate per cum = (a+b+c+d)/450 1043.26

say 1043.00

35



5.13 Construction of un-reinforced, dowel jointed, plain cement concretepavement over a prepared sub base with 43 grade cement @ 350 kgper cum, coarse and fine aggregate conforming to IS 383, maximumsize of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with afixed form or slip form paver, spread, compacted and finished in acontinuous operation including provision of contraction, expansion,construction and longitudinal joints, joint filler, separation membrane,sealant primer, joint sealant, debonding strip, dowel bar, tie rod,admixtures as approved, curing compound, finishing to lines and gradesas per drawing Unit = cumTaking output = 1050 cum (2415 tonne)a) Labour


b) MachineryRoad Sweeper @ 1250 sqm per hour hour 2.800 230.00 644.00Front end loader 1 cum bucket capacity hour 18.000 520.00 9360.00Cement concrete batch mix plant @ 175 cum per hour (effective output)

hour 6.000 3500.00 21000.00

Electric generator 250 KVA hour 6.000 1285.00 7710.00Slip form paver with electronic sensor hour 6.000 9500.00 57000.00Water tanker6 KL capacity hour 36.000 200.00 7200.00Transit truck agitator 5 cum capacity. tonne.km 2415x5 1.60 19320.00

Add 10 per cent of cost of carriage to cover cost of loading andunloading

1932.00

Concrete joint cutting machine . hour 12.00 200.00 2400.00Texturing machine . hour 12.00 50.00 600.00

c) MaterialCrushed stone coarse aggregates of 25mm and 12.5mm nominal size@ 0.90 cum/cum of concrete conforming to clause 602.2.4. .

cum 945 270.67 255783.15

Sand as per IS: 383 and conforming to clause 602.2.4 @ 0.45 cum/cumof concrete

cum 473 187.33 88607.09

Cement 43 grade @ 350 kg/cum of concrete Rate tonne 368 3870 1424160.0032 mm mild steel dowel bars of grade S 240 tonne 9.45 25000 236250.0016 mm deformed steel tie bars of grade S 415 tonne 1.17 25000 29250.00Separation Membrane of impermeable plastic sheeting 125 micron thick sqm 3675 50 183750.00

Pre moulded Joint filler, 25 mm thick for expansion joint. sqm 16.33 8000 130640.00Joint sealant kg 875 80 70000.00Sealant primer kg 116.67 285 33250.95Plastic sheath,1.25 mm thick for dowel bars sqm 46.67 200 9334.00

Curing compound liter 1850 70 129500.00Super plastisizer admixture IS marked as per 9103-1999 @ 0.5 per centby weight of cement

Kg 2070 80 165600.00

Cost of water KL 216 100 21600.00Add 1 per cent of material for cost of miscellaneous materials liketarpauline, Hessian cloth, metal cap, cotton / compressible sponge andcradle for dowel bars, work bridges for men to approach concretesurface without walking over it, cutting blades and bites, minorequipments like scabbling machine, threads, ropes, guide wires and anyother unforeseen items.

27777.25

contrators profit @ 10% 259461.32Cost for 1050cum = a+b+c+d 3198464.76Rate per cum = (a+b+c+d)/1050 3046.16

say 3046.00

Wet Mix Macadam

36



5.16 Providing, laying, spreading and compacting graded stone aggregate towet mix macadam specification including premixing the Material withwater at OMC in mechanical mix plant carriage of mixed Material bytipper to site, laying in uniform layers with paver in sub- base / basecourse on well prepared surface and compacting with vibratory roller toachieve the desired density.Unit = cumTaking output = 225 cum (495 tonnes)a) Labour


b) Machinery hourWet mix plant of 75 tonne hourly capacity hour 9.000 1296.00 11664.00Electric generator 125 KVA hour 6.000 450.00 2700.00Front end loader 1 cum capacity hour 6.000 520.00 3120.00Paver finisher hour 6.000 629.00 3774.00Vibratory roller 8 - 10 tonne hour 6x0.65 994.00 3876.60Water tanker 6 KL capacity hour 3.000 200.00 600.00Tipper tonne.km 495 x 3 1.60 2376.00Add 10 per cent of cost of carriage to cover cost of loading and unloading

237.60

c) Material ( Table 400-11)45 mm to 22.4 mm@ 30 per cent cum 89.100 277.59 24733.2722.4 mm to 2.36 mm @ 40 per cent cum 118.800 268.17 31858.602.36 mm to 75 micron@ 30 per cent cum 89.100 197.17 17567.85Cost of water KL 18.000 100.00 1800.00

d) Contractor's profit @ input on (a+b) 2986.06Cost for 225 cum = a+b+c+d 108806.37Rate per cum = (a+b+c+d)/225 483.58

say 484.00

Analysis for 1200 mm dia NP4 Pipe5.17 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed

Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipefor culverts on first class bedding of granular material in single rowincluding fixing collar with cement mortar 1:2 but excluding excavation,protection works, backfilling, concrete and masonry works in head wallsand parapets . Unit = metreTaking output = 12.5 metres ( 5 pipes of 2.5 m length each )1200 mm diaa) Labour


b) MaterialSand at site cum 0.090 187.33 16.86Cement at site tonne 0.070 3870.00 270.90RCC pipe NP-4/prestressed concrete pipe including collar at site metre 12.500 9350.00 116875.00Granular material passing 5-6 mm sieve for class bedding cum 5.000 268.17 1340.85

d) Contractor's profit @ on (a+b+c) 11776.14Cost for 12.5 metres = a+b+c+d 131166.15Rate per metre= (a+b+c+d)/12.5 10493.29

say 10493.00

37



5.18 Providing and fixing gabion of required section including boxes of size1.5 m x 1m x 1m or as per shown in approved drawing made ofmechanically woven hexagonal shape wire mesh of type 10 cm x 12cm. Edges mechanically salvaged made of heavily (Zinc+PVC) coatedGI wire as per BS 433 mesh wire 3.4 mm dia and feed with supplyingand providing 20 to 50 Kg weight traps stones and Geotextile includingconveying with all leads and lifts and placing at required line,level,slopesection laying of geotextile between wall and backfill as perspecification and approved drawing and as directed by Engineer.

As per Maharashtra State PWD Coastal Engineering Division Mumbai(DSR 2005-06) ( Ref: Item.No. Rd 23 Page No. 10) cum 1426Trap stones cum 258.17Geotextile m2/m3 90Rate per cum 1774.17Add Corporation Charges @ 5% 88.7085Rate per cum 1862.9

say 1863.00

5.20 Ground Improvement by removing unsitable soil and backfilling withmurrum with approved material obtained from borrow areas having 4days soaked CBR equal to or more than 6%, laying in layers notexceeding 200 mm, breaking clods, dressing to the required lines,curves grades, and watering to OMC and compacting to 95% modifiedproctor density with vibratory roller having minimum 80 - 100 kN staticweight including all lifts and leads etc. complete as directed byEngineer and as per specification. including Excavation ,dewatering etccomplete Excavation including dewatering cum 85Backfilling with murrum cum 26Lead charges for murrum 7 Km cum 41.6Royalty charges for murrum cum 18.6Rate per cum 170.2

say 170.00

38

Sr No Description Unit Quantity Rate Rs Cost Rs Reference2.01

& 5.01

Excavation for Structures

Earth work in excavation of foundation ofstructures as per drawing and technicalspecification, including setting out,construction of shoring and bracing,removal of stumps and other deleteriousmatter, dressing of sides and bottom andbackfilling with approved material.

Unit = cumTaking output = 10 cum DSR 2008-09Depth upto 3 ma) LabourMate day 0.14 250.00 35.00 Sr.34, Pg-274

Mazdoor day 3.50 190.00 665.00 Sr.27, Pg-274

b) Cost of dewatering may be added 10 per cent of labour cost .

70.00

a) Cost for 10 cum = a+b+c 770.00

b) Add Overhead charges 25% of a + b 175.00

Rate per cum = (a+b)/10 94.50The cost of shoring and shuttering, may beadded @ 1 per cent on cost of excavationfor open foundation.

0.95

Disposing Of Unsuitable Material Upto 3Km 103.83 PG-245Rate per cum 199.28

say 199.00

RATE ANALYSIS

Sr NoRef. to MoRTH Spec.

BOQ NO. Description Unit Quantity Rate Rs Cost Rs

12.38 1100, 1500

&1700

2.18 Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification

C RCC Grade M30 Unit = cumTaking output = 15 cum

(ii) Using Batching Plant, Transit Mixer and Concrete Pumpa) Material

Cement tonne 6.10 4800.00 29280.00 M-081Coarse sand cum 6.75 465.65 3143.14 M-00420 mm Aggregate cum 8.10 740.82 6000.64 M-05310 mm Aggregate cum 5.40 740.82 4000.43 M-051

b) LabourMate day 0.16 250.00 40.00 L-12Mason day 0.38 250.00 95.00 L-10Mazdoor for concreting day 2.50 190.00 475.00 L-13Mazdoor for breaking pile head, bending bars, cleaning etc.

day 1.00 190.00 190.00 L-13

c) MachineryBatching Plant @ 20 cum/hour hour 0.75 1428.00 1071.00 P&M-002Generator 100 KVA hour 0.75 536.00 402.00 P&M-080Loader (capacity 1 cum) hour 0.75 619.00 464.25 P&M-017

Transit Mixer ( capacity 4.0 cu.m )Lead upto 1 Km hour 2.00 714.00 1428.00 P&M-049Lead beyond 1 Km, L - lead in Kilometer tonne.km 37.5L 6.00 225.00 Lead =input km &

P&M-050Concrete Pump hour 0.75 196.00 147.00 P&M-007 Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) Labour and c) Machinery

1878.46

d) Overhead charges @ 25% on (a+b+c) 12209.98e) Contractor's profit @ 10% on (a+b+c+d) 6104.99Cost for 15 cum = a+b+c+d+e 67154.88Rate per metre (a+b+c+d+e)/15 4476.99

say 4477.00Note The value of a, b and c may be taken as applicable

i.e. either using concrete mixer or batching plant.

RATE ANALYSIS FROM DPR @ CURRENT RATES

4.21

Providing, fitting and fixing mild steel railing completeas per drawing and Technical Specification Unit Quantity Rate Rs Cost Rs

Unit = 1 RMTaking output = 2 x 50 m span = 100 m

a) Material:

1) ISMC 100 = 2.806 x 1.05 = 2.946 MT tonne 2.95 44000.00 129624.00

2) MS Flat = 0.964 x 1.05 = 1.012 MT tonne 1.01 44000.00 44528.00

3) MS bars = 0.17 x 1.05 = 0.180 MT tonne 0.18 44000.00 7920.00

4) MS bolts, nuts and washers tonne 0.15 53240.00 7986.00

Add @ 5 per cent of cost of material for painting one shop coat with red oxide primer and three coats of synthetic enamel paint and consumables to safeguard against weathering and corrosion.

9502.90


1900.58


1900.58

b) LabourMate day 2.80 250.00 700.00

Mazdoor (Skilled) day 30.00 195.00 5850.00

Mazdoor day 40.00 190.00 7600.00

c)Contractor's profit @ 10% on (a+b) 21751.21

Cost for 100 m steel railing = a+b+c 239263.27

Rate per metre (a+b+c)/100 2392.63

say 2393.00

2.06 Providing and laying 600 mm thick filter media behindabutment as per detailed drawing & specificationscomplete.

Unit Quantity Rate Rs Cost Rs

Unit = cum

Taking output = 10 cum.

a) Labour

Mate day 0.32 250.00 80.00

Mazdoor for filling, watering, ramming etc. day 7.00 190.00 1330.00


b) Material


cum 12.00 740.82 8889.84

c) Machinery

Water Tanker of 6 KL capacity hour 0.06 200.00 12.00


cost for 10 cum of Fiter Media = a+b+c+d 11557.52

Rate per cum = (a+b+c+d)/10 1155.75

say 1156.00

RATE ANALYSIS FOR POT/ PTFE BEARINGS FOR PACKAGE-2SR. NO. 13.16

2000 & 2200

1] Fixed Bearing , Capacity 163 Ton Type 1

a) LabourMate day 0.08 250.00 20.00Mazdoor day 1.50 190.00 285.00Mazdoor (Skilled) day 0.50 195.00 97.50Total 402.50

Total of a) Labour 402.50

b) MaterialFixed Bearing , Capacity 163 Ton Type 1 each. 1.00 23800.00Transportation charges as per bill submitted by contractor each. 416.67Excise duty 14.42% 3431.96VAT 4% 952.00Total 28600.63 28600.63Add 1 per cent of cost of bearing assembly for foundation anchorage bolts and consumables.

286.01

Total 28886.64Total of (b) 28886.64

c) Overhead charges incl. Corporation charges & Octroi @ _____25% on (a+b)

7322.28

d) Contractor's profit @ 10% on (a+b+c) 3661.14e) cost for 163 tonnes capacity bearing = a+b+c+d 40272.56

2] Longitudinal Guided POT/PTFE Bearing- Type 2, Capacity 163Tona) Labour

Mate day 0.08 250.00 20.00Mazdoor day 1.50 190.00 285.00Mazdoor (Skilled) day 0.50 195.00 97.50Total 402.50


b) MaterialLongitudinal Guided POT/PTFE Bearing- Type 2, Capacity 163 Ton

each. 1.00 31200.00

Transportation charges as per bill submitted by contractor each. 416.67Excise duty 14.42% 4499.04VAT 4% 1248.00Total 37363.71 37363.71Add 1 per cent of cost of bearing assembly for foundation anchorage bolts and consumables.

373.64

Total 37737.35

Total of (b) 37737.35


9534.96


e) cost for 163 tonnes capacity bearing = a+b+c+d 52442.29

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc orunreinforced elastomer confined within a metal cylinder, sealingrings, dust seals, PTFE surface sliding against stainless steelmating surface, complete assembly to be of cast steel/fabricatedstructural steel, metal and elastomer elements to be as per IRC: 83part-I & II respectively and other parts conforming to BS: 5400,section 9.1 & 9.2 and clause 2006 of MoRTH Specifications completeas per drawing and approved Technical Specifications.

Considering a Pot bearing assembly upto 250 tonne capacity for this analysis.

FIXED POT BEARING TYPE-1

LONG. GUIDED POT/PTFE BEARING TYPE-2

3] Trans. Guided POT/PTFE Bearings- Type 3, Capacity 163 Ton



b) MaterialTrans. Guided POT/PTFE Bearings- Type 3, Capacity 163 Ton

each. 1.00 18600.00

Transportation charges as per bill submitted by contractor each. 416.67Excise duty 14.42% 2682.12VAT 4% 744.00Total 22442.79 22442.79Add 1 per cent of cost of bearing assembly for foundation 224.43Total 22667.22

Total of (b) 22667.22


5767.43


4] Free POT/PTFE Bearing- Type 4, Capacity 163 Ton



b) MaterialFree POT/PTFE Bearing- Type 4, Capacity 163 Ton each. 1.00 16200.00Transportation charges as per bill submitted by contractor each. 416.67Excise duty 14.42% 2336.04VAT 4% 648.00Total 19600.71 19600.71Add 1 per cent of cost of bearing assembly for foundation anchorage bolts and consumables.

196.01

Total 19796.72

Total of (b) 19796.72


5049.80


TRANS. GUIDED POT/PTFE BEARING TYPE-3

FREE POT/ PTFE BEARING TYPE-4

Item No.

MORTH Spesificatio

n No. Description Unit Quantity Rate Rs. Cost Rs.

3.02 1500, PSC Grade M-45 Precast Girder1600,& 1700 Providing and laying controlled cement concrete of M-45 grade in post- tensioned

precast 'I' girders including necessary casting yard, casting trough, centring, formwork, mixing by using admixture in mechanised batch mix plant, transporting, placing, compacting by mechanical vibrators, finishing, curing etc. complete including inserts, if any , epoxy mortar filling, lifting, shifting, transporting I girders to the actual pier location and erecting in correct alignment on temporary beraings over the pier caps etc. complete as directed by Engineer and as per specification, excluding reinforcement and HTS strand.

Using Batching Plant, Transit MixerUnit = 1 cumTaking Output= 120 cum

A) Material

Cement tonne 63.00 4800.00 302400.00Coarse Sand ( with lead 12 km) cum 54.00 431.12 23280.4820 mm aggregate (with lead 18 km) cum 64.80 631.96 40951.0110 mm aggregate (with lead 18 km) cum 43.20 601.96 26004.67Admixture @0.4 % of cement Kg 252.00 80.00 20160.00

A 412796.16

B) Labour

Mate (PWD DSR 07-08, P. No. 289, sr. no. 18) Day 0.94 195.00 183.30Mason (PWD DSR 07-08, P. No. 289, sr. no. 04) Day 3.50 205.00 717.50Mazdoor (PWD DSR 07-08, P. No. 289, sr. no. 20) Day 20.00 150.00 3000.00

B 3900.80

C) Machinery (Add 25% on DPR rate considering the cost escalation since the base year from 2001-02. MORTH Chapter No. 17, Page No. 555 to 558)

Batching plant @20 cum/hr (Rs. 1440*1.25=1800) hour 6.00 1800.00 10800.00Generator 100 KVA (Rs. 450*1.25=562.50) hour 6.00 562.50 3375.00Loader (Rs. 520*1.25=650) hour 6.00 650.00 3900.00Transit Mixer 4 cum capacity lead up to 1 km (Rs. 600*1.25=750) hour 15.00 750.00 11250.00Lead beyond 1 km & up to 5 km, 300*L tonne.Km 1500.00 7.50 11250.00(300*5= 1500, 6*1.25=7.5)Telescopic crane (Rs. 230*1.25=287.50) hour 6.00 287.50 1725.00

C 42300.00

(A+B+C) 458996.96

deduct overhead charges & contractor profit for sand and aggregate 24609.86Cost of sand & agg. including OH & CP Rs. 90236.16Cost of sand & agg. excluding OH & CP Rs. 65626.30Difference Rs. 24609.86

D) Basic cost of Material, labour & Machinery 434387.10

Godavari River Bridge Rate Analysis

PSC Precast 'I' Girder, M-45

E) For formwork and staging add the following:For T bem & slab including launching of precast girders by launching truss upto 40 m span, 21-31% of cost of concreteHeight above 10 m - 31% (MORTH P.No. - 486)Deduct for launching &since the repitiation/ reuse of formwork instead of 31%, 86877.42assume 20%,

Lifting of girders in River Bed (P3 to P13) Height up to 20m,

F) Lifting of girders form casting yard, placing on the truck trailer, transportation to the pier location , lifting of girder and placingthe girder over pier caps including placement of sand jacks channel etc.

Girder 33 cum ( PWD Region Aurangabad sanctioned rate for Shivaji Nagrar ROB)1) Labouri) 12 Khalasi 4 hrs each Day 6 165 990.00ii) Mate Day 1 195 195.00

1185.002) Machineryi) Crane 80 tonne and above capacity Day (8Hrs.) 4 25000 100000.00(4 nos. 4 hr each)ii) Truck Trailer 30 tonne capacity hr 2 10000 20000.00(Ref:P&M- 89, Rs.10000/hr) 120000.00

Cost of labour and machinery 121185.00

Cost of lifting for 120 cum = 120*121185 = 440672.73 F 440672.7333

(D+E+F) 961937.25

Add overhead charges including corporation charges 25% on (D+E+F) 240484.311202421.56

Add contractor Profit 10% 120242.161322663.72

Rate per cum 1322663.72/120=11022.20 (River bed, P3 to P13) 11022.20

Lifting of girders other than River Bed (A1 to P3 & P13 to A2) Height up to 10m,


Girder 33 cum ( PWD Region Aurangabad sanctioned rate for Shivaji Nagrar ROB)1) Labouri) 12 Khalasi 4 hrs each Day 6 165 990.00ii) Mate Day 1 195 195.00

1185.002) Machineryi) Crane 80 tonne and above capacity Day (8Hrs.) 2 25000 50000.00(4 nos. 4 hr each)ii) Truck Trailer 30 tonne capacity hr 2.25 10000 22500.00(Ref:P&M- 89, Rs.10000/hr) 72500.00


Cost of lifting for 120 cum = 120*73685 = 267945.45 F 267945.4533

(D+E+F) 789209.97



Rate per cum 1085163.72/120=9043.03 9043.03(other than River Bed, A1 to P3 & P13 to A2)

Item No.

MORTH Spesificatio


3.04 1500, RCC grade M-45 (Deck slab & diaphragm)1600,& 1700 Providing and laying controlled in-situ cement concrete of M-45 grade in RCC

deck slab and diaphragm including necessary scaffolding, centring, formwork, mixing by using admixture in mechanised batch mix plant, transporting, placing, compacting by mechanical vibrators,finishing and curing etc. complete as per specification and as directed by Engineer, excluding reinforcement


A) Material


A 412796.16

B) Labour


B 3900.80

C) Machinery (Add 25% on DPR rate considering the cost escalation since the base year from 2001-02 MORTH Chapter No. 17, Page No. 555 to 558)

Batching plant @20 cum/hr (Rs. 1440*1.25=1800) hour 6.00 1800.00 10800.00Generator 100 KVA (Rs. 450*1.25=562.50) hour 6.00 562.50 3375.00Loader (Rs. 520*1.25=650) hour 6.00 650.00 3900.00Transit Mixer 4 cum capacity lead up to 1 km (Rs. 600*1.25=750) hour 15.00 750.00 11250.00Lead beyond 1 km & up to 5 km, 300*L tonne.Km 1500.00 7.50 11250.00(300*5= 1500, 6*1.25=7.5)Telescopic crane (Rs. 230*1.25=287.50) hour 6.00 287.50 1725.00Concrete Pump (Rs. 165*1.25=206.25) hour 6.00 206.25 1237.50Truck Trailer 30 tonne capacity hr 2 10000 20000.00(Ref:P&M- 89, Rs.10000/hr)

C 63537.50

(A+B+C) 480234.46




RCC Deck slab & diaphragm, M-45

Height upto 10m

E) Formwork & staging @ 21% on (D) height upto 10 m 95681.17(MORTH P.No. - 486)

(D+E) 551305.77

Add overhead charges including corporation charges 25% on (D+E) 137826.44689132.21


Rate per cum 758045.43/120=6317.05 (height upto 10 m) 6317.05

Height above 10m

Add for lift, as per PWD DSR 07-08 P.No.5, for every additional 2m lift @3.5%

i) for height up to 10m 6317.05

ii) for height 10-12m 6538.15

iii) for height 12-14m 6759.24

iv) for height 14-16m 6980.34

v) for height 16-18m 7201.44

vi) for height 18-20m 7422.53

vii) for height 20-22m 7643.63

viii) for height 22-24m 7864.73

Item No.

MORTH Spesificatio


2.04 1100, RCC M-35 pile 1200 mm dia1200,1500, Providing and casting in-situ controlled cement concrete M-35 for RCC bored & 1700 pile including Pile Boring, necessary dewatring, formwork, mixing in mechanised

batch mix plant, transporting, compacting, vibrating, curing and finishing including all leads & lifts including chipping and dressing of the RCC piles up to cut-off level (min 1D) including cleaning of reinforecement and removal of dismental materials (excluding reinforcement) complete as per detailed specifications. Note :10% additional cement to be added over and above the quantities required as per designs

Using batching plant, transit mixer and craneUnit = 1 cumTaking Output= 120 cum

A) Material

Cement (52.68 MT and add 10% extra for pile) tonne 57.95 4800.00 278160.00Coarse Sand ( with lead 12 km) cum 54.00 431.12 23280.4820 mm aggregate (with lead 18 km) cum 64.80 631.96 40951.0110 mm aggregate (with lead 18 km) cum 43.20 601.96 26004.67Admixture @0.4 % of cement Kg 231.80 80.00 18544.00

A 386940.16

B) Labour


B 3486.60



arrangement for under water concreting with tremie pipe. (A+B) 5% 19521.34

C 61821.34

A+B+C 452248.10



Add overhead charges 25% including corporation charges on (D) 106909.56534547.80

Add 10% contractor Profit 53454.78588002.58

Rate per cum 588002.58/120=4900.02 4900.02


RCC Pile 1200 mm dia, M-35

Pile Boring: 1200 mm dia pile

Board cast-in-situ M-35 grade RCC Pile excluding reinforecmentcomplete as per drawing and technical specification and removalof excavated earth with all lifts and lead up to 1000 m

Pile diameter -1200 mmUnit= 1 meterTaking output = 9 m

A) Materials

RCC Grade M-35 cum 10.17 4900.02 49833.20Concrete to be casted with a tremie pipe 200 mm dia

B) Machinery (for boring and construction) (Add 25% on DPR rate considering the cost escalation since the base year from 2001-02, MORTH Chapter No. 17, Page No. 555 to 558)

i) Hire and running charges of conventional pilling rig with power unit and complete accessories including shiftingfrom one bore location to another (extra 30%added for embedment in rock) (6 hr * 1.3=7.8 hr) hour 7.80 4406.25 34368.75(Rs. 3525 *1.25 = Rs.4406.25)ii) Hire and running charges of light crane hour 0.50 287.50 143.75 for lowring reinforecement cage(Rs.230*1.25=Rs.287.50)iii) loader 1 cum bucket capacity hour 0.50 650.00 325.00(Rs. 520 * 1.25 = Rs.650)iv) Tipper 5.5 cum capacity for disposal of muck hour 0.50 250.00 125.00from pile bore hole(Rs. 200 * 1.25 = Rs.250)Bentonite Kg 0 0 0.00

34962.50Deduct Hire and running charges of Bentonite pump asRate is included in piling rig (Rs. 100*1.25=125) hour 6 125.00 750.00

B 34212.50

C) Labour

Mate/Supervisor Day 0.18 195.00 35.10Mazdoor Day 4.50 150.00 675.00Mazdoor for breaking pile head, Day 1.00 150.00 150.00bending bars, cleaning etc C 860.10

D) Add overhead charges @25% including corporation charges on (B+C) 8768.15E) Add 10% contractor profit on (B+C+D) 4384.08cost for 9 m (A+B+C+D+E) 98058.03

Rate per meter 98058.03/9=10895.34 10895.34

Item No.

MORTH Spesificatio


2.08 RCC Grade M-35 (Pier, Abutment)1500,1700, Providing and laying M-35 grade cement concrete for cast in-situ piers, abutments, 2100, retaining wall, dirt wall and column of staircase etc. as per approved design and & 2200 drawings,with necessary centring, shuttering with aesthtic finishes mixing in

mechaniesd batch mix plant, scaffolding, transporting, placing, compacting, by mechanical vibrators, finishing, curing, etc complete excluding reinforecement as directed by Enginer and as per specification.


A) Material

Cement tonne 50.28 4800.00 241344.00Coarse Sand ( with lead 12 km) cum 54.00 431.12 23280.4820 mm aggregate (with lead 18 km) cum 64.80 631.96 40951.0110 mm aggregate (with lead 18 km) cum 43.20 601.96 26004.67

A 331580.16

B) Labour


B 3478.80



C 42300.00

(A+B+C) 377358.96




RCC Pier & Abutment, M-35

Height upto 10 m

E) For height, upto 10 m, add 1.4% on D 4938.49(As per MORTH Page No. 459)

F) formwork @ Rs. 1089/cum (as per PWD DSR 07-08, Page No. 315, sr. 6, code no. 525) 130680.00for 120 cum=130680

(D+E+F) 488367.59Add overhead charges 25%including corporation charges on (D+E+F) 122091.90

610459.48Add contractor Profit 10% 61045.95

671505.43


Height above 10m






v) for height 16-18m 6379.30


Item No.

MORTH Spesificatio


2.09 1500, RCC Grade M-35 (Pier caps, Pedestal)1700,2100, Providing and laying in-situ controlled M-35 grade cement concrete for RCC caps & 2200 and pedestal over piers and abutments including necessary scaffolding, formwork

centering, mixing in mechaniesd batch mix plant, transporting, placing, compacting, by mechanical vibrators, finishing and curing, etc complete excluding reinforecement as directed by Engineer and as per specification.


a) Material


A 378236.16

b) Labour


B 3636.60



C 42300.00

(A+B+C) 424172.76




RCC Pier caps & Pedestal, M-35

Height upto 10 m





736775.57


Height above 10m






v) for height 16-18m 6999.37


vii) for height 20-22m 7429.16

Item No.

MORTH Spesificatio


2.07 RCC Grade M-35 (Open Foundation)1500,1700, Providing and laying in-situ RCC M-35 grade concrete in foundations of piers, abutments & 2100 and staircase etc. including centering, shuttering, mixing in mechanised batch mix plant,

compaction, curing and dewatring if necessary, exculding reinforecement as per specifiction and as directed by Enginer


A) Material


A 378236.16

b) Labour


B 3478.80


Batching plant @20 cum/hr (Rs. 1440*1.25=1800) hour 6.00 1800.00 10800.00Generator 100 KVA (Rs. 450*1.25=562.50) hour 6.00 562.50 3375.00Loader (Rs. 520*1.25=650) hour 6.00 650.00 3900.00Transit Mixer 4 cum capacity lead up to 1 km (Rs. 600*1.25=750) hour 15.00 750.00 11250.00Lead beyond 1 km & up to 5 km, 300*L tonne.Km 1500.00 7.50 11250.00(300*5= 1500, 6*1.25=7.5)Concrete Pump (Rs. 165*1.25=206.25) hour 6.00 206.25 1237.50

C 41812.50

(A+B+C) 423527.46




RCC Open Foundation, M-35

E) formwork @ 6% on cost of concrete6% over (D), 23935.06

(D+E) 422852.66

Add overhead charges @ 25% including corporation charges on (D+E) 105713.16528565.82

Add contractor profit 10% 52856.58

Cost of 120 cum 581422.40

Rate per cum 581422.40/120=4845.19 4845.19

PACKAGE-2 : GODAVARI RIVER BRIDGE AT GOVARDHAN GHAT

Revised Rate Analysis for Initial Load Test on Test pile and Routin pile load test on working piles

DescriptionInitial Load Test 1200mt x 2 nos.

Tests

Routin Pile Load Test

900mt x 3 nos. Tests Total Reference

Basic Amount Rs. 4,600,000.00 5,200,000 9,800,000.00

Add service Tax TAD @ 12.36% 568,560.00 642,720.00 1,211,280.00

Total cost 5,168,560.00 5,842,720.00 11,011,280.00

Add VAT 4% 206,742.00 233,709.00 440,451.00

Add I. Tax @ 2.266% 117,120.00 132,396.00 249,516.00

Total cost 5,492,422.00 6,208,825.00 11,701,247.00

Add contractors overhead @ 5% 274,621.00 310,441.00 585,062.00

Add Contractors profit @6.099% 334,983.00 378,676.00 713,659.00

Total cost 6,102,026.00 6,897,942.00 12,999,968.00

Rate Rs per Test 3,051,013.00 2,299,314.00 Say Rs. 13,000,000.00

Soiltech Quotation Enclosed

Bill of Quantities for ROB at Hingoli Gate

Item No. Item Description Unit Quantity Rate Rate From Amount Measurement

Reference

PRELIMINARY WORKS

1.01

Cleaning and grubbing road land including uprooting all vegetation, grass, bush, shrubs, saplings and trees of girth upto 300 mm removal of stumps of tree of girth of all size including removing stumps of trees cut earlier and disposal of unserviceable material and stacking of service road material as directed by engineer with all leads and lifts etc complete as per specification

Ha 2.00 16461.00BOQ-Rate

Analysis Pg No 1


1.02

Installation of steel portable barricades with horizontal rail 300 mm x 2.5 m in length on 'A' frame made with 45 x 5.0 angle iron section, 1.5 m in height , horizontal rail painted (two course) with yellow and white strips, 1450 mm in width at an angle of 440 'A' frame painted with 2 coats of yellow paint complete as per IRC SP:55-2001

Nos 620.00 1522.00BOQ-Rate

Analysis Pg No.1


1.04

Dismantling of structure and sorting of the dismantled material, disposal of unserviceable material and stacking serviceable material as directed by the engineer with all leads and lifts etc complete as per specification and as per site requirements, dismantling PCC kerb median

Cum. 300.00 138.00BOQ-Rate Analysis Pg

No.241400 Measurement Sheet

Pg No.1

1.05 Soil Investigation

Taking one 100mm borehole at each foundation location of ROB proper and one each in approaches on each side by using double tube boring machine and carrying out of tests to determine engineering properties of soil and a certain rock level/ quantities of rock strata at each location and submitting the soil investigation report with necessary interpretation of the tests result as directed by the engineer and as per the specifications

a) Boring in all strata excluding hard rock Rmt 562.50 1474BOQ-Rate

Analysis Pg No.3

829125

Rmt 424.50 1998.15DSR 2007-

08,Item 13 a) Pg 221

848214.675

b) Drilling in hard rock Rmt 137.50 1950BOQ-Rate Analysis Pg

No.3268125

Rmt 144.50 3937.50DSR 2007-

08,Item 13 b) Pg 221

568968.75

Total 3532395.425

Bill of Quantities for Hingoli gate ROB




ReferenceFOUNDATIONS AND SUBSTRUCTURES

2.01

Excavation for foundation of structure and staircase including existing pavement surface including dewatering, shoring and shuttering as necessary and backfilling the trenches with suitable excavated material in layer of 15 to 20 cm and disposing of unsuitable material with all lifts and leads as directed and preparation of bed for concreting of foundation etc complete as directed by engineer and as per specification

i) a)Soil of all type upto 3.0 m depth Including ordinary earth , sand dry/ wet soil , marine clay . Boulders, kankars, soft murrum , hard mooram,etc.

Cum. 4395.00 81.00BOQ-Rate Analysis Pg


Pg No.1

Cum. 1845.00 199.00Revised Rate Analysis Pg


Pg No.1

ii)

Excavation foundation of structure in rock by wedging / chiseling / controlled blasting or line drilling and mechanical means including shoring and strutting as necessary and disposing of excavated stuff as directed or stacked etc. complete by engineer with all lead and lift.

Cum. 300.00 426.00DSR Pg

No.199 Item No.751


2.02Providing trial pit to find out the utilities in the proposed alignment, the location details shall be submitted by the contractor as directed by the engineer

a)Soil of all type upto 3 m depth Including ordinary earth and dry/ wet soil , marine clay, boulders, kankars, soft murrum, hard murrum, etc.

Cum. 1300.00 81.00

BOQ-Rate Analysis Pg

No.4 ,Same as item No.2.01 a




Reference

2.03

Providing and laying in situ M15 grade bedding concrete in foundation, annular filling below pile cap including dewatering , shuttering, mixing in mechanised batch mix plant, compacting , curing etc complete true to level and position as directed by engineer and as per specification

Cum. 289.38 2364.00BOQ-Rate Anaysis Pg

No.4684082.5 Measurement Sheet

Pg No.2



Pg No.2

2.04

Providing and casting in situ controlled cement concrete M35 for RCC bored pile including necessary dewatering , formwork, mixing in mechanised batch mix plant transporting, compacting , vibrating , curing, and finishing including all leads and lifts including chipping and dressing of RCC pile upto cut off level (Minimum1D) including cleaning of reinforcement and removal of dismantled material ( excluding reinforcement) complete as per detailed specifications. Note: 10% additional cement to be added over and above the quantities required as per design

1.0 m Dia Pile Rmt

1.2 m Dia Pile Rmt 4182.00 12400.46Revised Rate Analysis Pg


Pg No.2

2.05

Carrying out load test on any pile as per standard procedure laid down in the IS 2911 specification including construction of test cap, dismantling , dismantling of cap after the test and cleaning the site and maintaining complete records of load settlement as directed by the engineer and as per the specification, and submission of records.

a) Initial Load Test onPile for 2.5 times the design load specified in Drawings

1.0 m Dia Pile (2% of 252 piles in total) = 6 Nos. (Load per Pile = 200 t x 2.5 = 500 t) x 6 Nos. No 0.00 312.00 0

1.2 m Dia Pile (2% of 64 piles in total) = 2 Nos. (Load per Pile = 300 t x 2.5 = 750 t) x 2 Nos. No 2.00 1539967.00 3079934

b) Routine Pile Load Test onPile for 1.5 times the design load specified in Drawings1.0 m Dia Pile (2% of 252 piles in total) = 6 Nos. (Load per Pile = 200 t x 1.5 = 300 t) x 6 Nos. No. 0.00 300.00 0

1.2 m Dia Pile (2% of 64 piles in total) = 2 Nos. (Load per Pile = 300 t x 1.5 = 450 t) x 2 Nos. No. 1.00 1066131.00 1066131

c)Mobilisation and de-mobilisation of equipment settingup site establishment and infrastructure for the jobduration

No. 1.00 3198393.00 3198393

2.06Providing and laying 600 mm thick filter media behind abutment as per detailed drawing and as per specification complete

Cum. 162.5 333BOQ-Rate Anaysis Pg

No.654112.5



Pg No.2

Revised Rate Analysis Pg

No.68


No.68



Reference

2.08 a)

Providing and laying M30 grade cement concrete for cast in situ pier , abutment, retaining wall, dirt wall and column of stair case etc, as per approved design and drawing with necessary centering and shuttering with aesthetic finishes mixing in mechanised batch mix plant, scaffolding , transporting, placing, compacting by mechanical vibrator , finishing , curing etc complete excluding reinforcement as directed by engineer and as per specification

Cum. 1243.75 1156BOQ-Rate Anaysis Pg

No.81437775

Cum. 1951.25 5562Revised Rate Analysis Pg


Pg No.2

2.08 b)

Providing and laying M35 grade cement concrete for cast in situ pier , abutment, retaining wall, dirt wall and column of stair case etc, as per approved design and drawing with necessary centering and shuttering with aesthetic finishes mixing in mechanised batch mix plant, scaffolding , transporting, placing, compacting by mechanical vibrator , finishing , curing etc complete excluding reinforcement as directed by engineer and as per specification



Pg No.2

2.09

Providing and laying in situ controlled M35 grade cement concrete for RCC caps and pedestals over pier and abutment including necessary scaffolding, formwork and centering , mixing in mechanised batch mix plant, transporting, placing, compacting by mechanical vibrator, finishing , curing etc. complete excluding reinforcement as directed by engineer and as per specification


no.608258031 Measurement Sheet

Pg No.2



Reference

2.10

Providing and fixing in position HYSD Fe 415 steel bar of various diameter for all RCC work in Pile, Pile caps, Well steining, well curb, foundation, pier, pier cap, abutment wall dirt wall, pedestal as per detailed design and drawing and schedule including cutting bending, hooking the bars, binding with 18 SWG wires or tack welding (only for Piles) and supporting as required with all lifts and lead etc. complete including all laps, chairs and spacers and cost of all labours, material, tools plants equipments etc, complete as per specification

MT 1076.25 35491.05BOQ-Rate Anaysis Pg


Pg No.3

a) Quantity before 04.04.08 MT 56.00 41482.35DSR 2007-

08,Item 797,Pg No.210

2323011.6

b) Quantity upto 04.04.08 MT 109.17 47157.00Revised Rate Analysis Pg

No.745148129.69

c) Quantity from 05.04.08 MT 143.28 53733.00Revised Rate Analysis Pg

No.747698595.575

d) Quantity from 11.09.08 MT 340.31 55650.00DSR 2008-

09,Item 797,Pg No.213

18937973.25

2.11

Providing and applying one coat of Zinc-rich epoxy primer and two coats of coal tar epoxy paint of required thickness as per specifications to all concrete surfaces in contact with the earth in foundation and substructure including all cost of material , labours, transportation and preparing the surface by cleaning , washing , brushing, sand / grit blasting, etc. complete as per directed by engineer and specification (plant shall be got tested from approved lab.)

Sqm. 1800.00 117.00BOQ-Rate Analysis Pg


Pg No.3

2.18

Providing and laying in situ M30 reinforced cement concrete well cap/ pile cap including necessary shuttering completing by vibrating and curing etc. complete excluding reinforcement as directed by engineer

Cum. 3071 2839BOQ-Rate Analysis Pg


Pg No.4

2.22

Providing and installing 6/ 8 mm MS liner for bore cast in situ pile including applying protective coating as per drawing and specification and as directed by engineer (excluding reinforcement)

MT 385.00 37556.00BOQ-Rate Analysis Pg


Pg No.4

Total 181886174.6SUPERSTRUCTURE

3.01

Providing 12.7 / 15.2 mm nominal dia , high tensile prestressing steel conforming to low relaxation prestressing steel strands as per IS 14268 strands- Cl. II of specified ultimate strength , including cutting, cleaning forming cables, etc. and further including providing and laying corrugated HDPE sheathing of specified dia, anchorages, stage wise stressing, grouting testing of material class II for I girder/ Box girder of specified dia, anchorages, stage wise stressing , grouting , testing of material and all enabling work for post tensioning of steel etc. including providing of coupler whenever required complete including all leads and lifts as per specification and approved design and drawings and as directed by engineer

MT 147.00 140827.00Revised Rate Analysis Pg

No.38 20701569 Measurement Sheet

Pg No.4




Reference

3.02

Providing and laying controlled cement concrete of M45 grade in post tensioned precast I girder including necessary casting yards, casting trough, centering , formwork, mixing by using admixture in mechanised batch mix plant. Transporting placing, compacting by mechanical vibrators , finishing, curing, etc. complete including inserts if any epoxy mortar filling , lifting, shifting, transporting I girder to actual pier location and erecting in correct alignment on temporary bearing over the pier caps etc as directed by engineer and as per specifications. Excluding reinforcement and HTS strands


No.50 21795733.74 Measurement Sheet

Pg No.4



Reference

3.03

Providing and fixing POT cum PTFE bearing to the true line and level and position as per drawing and BS 5400, sec. 9.1 and 9.2 as to impart full and even bearing on the seats and free movements / restraints as specified including coat of all material s , fixtures, preparing surface for receiving bearing, grouting of sleeves in pier caps/ superstructures with non-shrink high early strength grout of flowable consistency , load testing of all bearings as per design and drawings and specification, removing clamps provided for transportation and handling etc. complete including all leads and lifts as directed by engineer

I FOR SPAN 24.5 M

a) FIXED POT BEARING 152 TONNE CAPACITY TYPE-1 Each 20.00 29,234.44


No.41 584688.8

b) LONG. GUIDED POT/PTFE BEARING 152 TONNE CAPACITY TYPE-2 Each 20.00 38,443.96


No.41 768879.2

c) TRANS. GUIDED POT/PTFE BEARING 146 TONNE CAPACITY TYPE-3 Each 40.00 33,674.74


No.42 1346989.6

d FREE POT/ PTFE BEARING 146 TONNE CAPACITY TYPE-4 Each 40.00 31,701.27


No.42 1268050.8

II FOR SPAN 22.6 M

a) FIXED POT BEARING 144 TONNE CAPACITY TYPE-1 Each 18.00 29,234.44


No.43 526219.92

b) LONG. GUIDED POT/PTFE BEARING 144 TONNE CAPACITY TYPE-2 Each 18.00 38,443.96


No.43 691991.28

c) TRANS. GUIDED POT/PTFE BEARING 143 TONNE CAPACITY TYPE-3 Each 36.00 33,674.74


No.44 1212290.64

d FREE POT/ PTFE BEARING 143 TONNE CAPACITY TYPE-4 Each 36.00 31,701.27


No.44 1141245.72

III FOR SPAN 42.5 M

a) FIXED POT BEARING 232 TONNE CAPACITY TYPE-1 Each 2.00 49298.04


No.45 98596.08

b) LONG. GUIDED POT/PTFE BEARING 232 TONNE CAPACITY TYPE-2 Each 2.00 64263.52


No.45 128527.04

c) TRANS. GUIDED POT/PTFE BEARING 209 TONNE CAPACITY TYPE-3 Each 4.00 55876.52


No.46 223506.08

d FREE POT/ PTFE BEARING 209 TONNE CAPACITY TYPE-4 Each 4.00 54725.08


No.46218900.32

3.04

Providing and laying controlled in situ cement concrete of M45 grade in RCC deck slab including necessary scaffolding , centering , formwork, mixing by using admixture in mechanised batch mix plant, transporting, placing, compacting by mechanical vibrators finishing and curing etc. complete as per specification as directed by the engineer , excluding reinforcement


No.52 15141968.85 Measurement Sheet

Pg No.5



Reference

3.05 a)

Providing and laying controlled in situ cement concrete of M45 grade in Box girder including necessary scaffolding , centering , formwork, mixing by using admixture in mechanised batch mix plant, transporting, placing, compacting by mechanical vibrators post tensioning of cables, finishing, curing etc. including inserts if any epoxy mortar filling in anchorages, etc. complete as directed by the engineer , excluding reinforcement and HTS strands


No.54 4811890



Reference

3.06

Providing and fixing in position HYSD Fe 415 steel bar of various diameter for all RCC work of superstructure as per detail design and drawings and schedule including cutting bending, hocking the bars, binding with 18 SWG wires including all laps, chairs and spacers and cost of all labours, material, tools, plants equipments supporting as required with all lifts and leads etc, all complete as per specification and as directed by the engineer

MT 894.00 35491.00DSR 2005-06 Pg No.205 Sr


Pg No.5

3.08

Providing and applying water based cement paint of approved quality to the inner concrete surface of box girder in superstructure including cost of all materials and levels transportation, scaffolding and preparing the surface by cleaning ,washing , brushing, sand/grit blasting etc. complete as directed by the engineer and specifications.(paint shall be got approved from engineer and tested from approved laboratory)

Sqm. 22000.00 114.00BOQ-Rate Anaysis Pg

No.152508000

3.09

Providing and carrying out load test on bridge deck with simulated loading including provision, placing and removal of loading, supplying, fixing and removing deflection measuring instruments etc, complete with platform for fixing the instrument etc complete as per the details specified and specifications and as directed by the engineer and including submission of required results triplicate after satisfactory of the load tests

Nos. 1.00 100000.00 BOQ-Rate Anaysis 100000

Total 104998001.1



ReferenceMISCELLANEOUS ITEMS

4.01

Providing and casting RCC crash barrier in M40 controlled concrete with cast in situ or precast members as per detailed drawings including necessary scaffolding, shuttering, formwork, mixing by using admixtures in mechanised batch mix plant, transporting, placing, compacting, finishing, curing, etc. complete including providing and fixing of inserts if any with all leads and lifts as per drawing and specifications and as directed by engineer, excluding reinforcement

Rmt 2540.00 3825.00BOQ-Rate Anaysis Pg


Pg No.6

4.02

Providing and laying 100 mm HDPE pipe in true line and level inside the crash barrier and drain for conduits for electrification and services including fixtures, specials, etc. complete as per specifications and as directed by engineer

Rmt 1530 144BOQ-Rate Anaysis Pg


Pg No.6

4.03

Providing and laying in situ M25 cement grade concrete in RCC median verge kerb, railing, beam and footpath cover slab including formwork, transporting and placing compacting, finishing, curing etc. compared with all leads and lifts as per drawing and specifications and as directed by engineers (excluding reinforcement)

Cum. 185.00 2817.00BOQ-Rate Anaysis Pg


Pg No.6

4.04

Providing and fixing in position HYSD Fe 415 steel bar of various diameter for all RCC crash barrier, median kerbs as per detailed design and drawings and schedule including cutting, bending, hooking the bars, binding with 18 SWG wires including all laps, chairs and spacers and cost of all labours, material, tools, plants equipments supporting as required with all lifts and leads etc, all complete as per specification and as directed by the engineer

MT 10.625 35491.05DSR 2005-06 Pg No.205 Sr


Pg No.6

MT 70.38 55650.00DSR 2008-

09,Item 797,Pg No.213

3916368.75

4.06

Providing and fixing 100 mm dia GL drainage spouts including gratings with suitable cleanout fixtures including all leads and lifts complete as per specification, design and drawings and as directed by the engineer

Nos. 339.00 354.00BOQ-Rate Anaysis Pg


Pg No.6

4.07

Providing and fixing 150 mm PVC longitudinal runner pipe / under drain along soffit of deck slab including cost of all materials labours , fixing in true line and levels, including bends and fixtures, specials, etc. Complete with all leads and lifts etc. as per specification and directed by engineer

Rmt. 1010.00 320.00BOQ-Rate Anaysis Pg


Pg No.6



Reference

4.08

Providing and fixing 150 mm PVC down take pipe including cost of all materials labours , fixing in true line and levels, including bends and fixtures, specials, etc. Complete with all leads and lifts etc. as per specification and directed by engineer

Rmt. 940.00 320.00BOQ-Rate Anaysis Pg


Pg No.6

4.11

Providing and fixing in position elastomeric strip seal expansion joint for movement for + and - 40 mm as per specifications and detail drawing including cost of all materials fixtures, welding, preparing surface for receiving joints, testing of all materials in approved laboratory all leads and lifts etc, complete in deck slab and crash barrier in all the joints as per specifications, drawings and as directed by engineer

Rmt. 215 7523BOQ-Rate Anaysis Pg


Pg No.6

Rmt. 159.00 16889.00Revised Rate Analysis Pg

No.362685351



Reference

4.20

Providing and fixing in position 100 mm dia SE pipe as a weep hole in abutment and return wall completed in all respect as per specification and as directed by engineer

Nos. 60 60BOQ-Rate Anaysis Pg


Pg No.6

Nos. 1290.00 66.15DSR 2007-08

Pg No.201 item no.759

85333.5

4.21

Providing and fixing in position MS railing over RCC crash barrier including support angle /fixtures as per detailed drawings and specifications as directed by engineer

Rmt. 1530.00 1371BOQ-Rate Anaysis Pg


Pg No.6

4.22 Providing and fixing bituminous filler pad material 20 mm thick between 2 carriageway Rmt. 505.00 262.00

BOQ-Rate Anaysis Pg


Pg No.6

Total 22116101.66



ReferenceSOLID APPROACHES / RE WALL

5.01 a)

Excavation for foundation of structure and staircase including existing pavement surface including dewatering, shoring and shuttering as necessary and backfilling the trenches with suitable excavated material in layer of 15 to 20 cm and disposing of remaining unsuaitable material with all lead and lift as directed by engineer and as per Specification

Cum. 218.75 81

BOQ-Rate Anaylsis Pg


17718.75 Measurement Sheet Pg No.6


No.371341309.75

5.06

Providing and Filling with approved sand, single below Retaining/Gabion wall including watering, compaction etc. with all lead & lift, complete as directed by Engineer in charge.

A1 side Cum 300.00 379.18 113754

A2 side Cum 730.00 379.18 276801.4

5.07 Providing designer finishing to crash barrier & Retainigwall Sqm. 6203.00 412.50



Pg No.7

a)Supplying & Spreading Hard Murum Kankar at Road site including conveying and Stacking at Site including all leads and lift.

Cum 5310.00 274.64Revised Rate Analysis Pg

No.641458338.4


(Item code: 753, Page-199

of DSR for year 2007-

2008)+ (Lead 12 Kms Page-241of DSR for

year 2007-2008)



Reference

b) Supplying crusher broken 6mm Trap Stone metel at Road Site including stacking Etc. Cum 144.29 503.94


No.6472713.5026

c) Providing & Fixing in Position ,jointly in Line and Level as directed (RCC Pipe NP3, 600 mm dia etc. Rmt 281.60 1890


No.65 532224

d) Providing and fixing heavy duty inspection Chember on Drain of Size 1.20 X0.90 m including Frame and Cover. No. 15.00 4400


No.6566000

e)

Providing and fixing barricade of GI Sheet 2.5 m in height fixing on Steel pipe 32mm/40mm dia. The vertical poles anchored in cement concrete M15 ,0.3 x0.3x0.3 bed block etc complete.

Rmt 657.00 1421.58Revised Rate Analysis Pg

No.65933978.06

5.09

Providing and Laying in position, jointing in line level as directed RCC pipe NP3 type I.S. 456-2000 (for heavy traffic road) of various diametre incl. all local & central taxes, transportation,freight charges, inspection n charges, loading, unloading etc ,Providing NP3 : 300mm diametre & 2.5m length

RMT 100.00 579.00 Revised Rate Analysis Pg


Pg No.7

5.10

Providing and laying 65 mm thick M-45 Grade Wearing Course over Bridge deck including providing coarse and fine aggregate to the specified gradation as directed by engineer incharge

Cum 520.00 5,235.00 Revised Rate Analysis Pg


Pg No.7

5.11

Earth work in embankment for subgrade/cushion andhard shoulders by using mechanical means withapproved material (hard murum) obtained fromborrow areas outside ROW having 4 days soaked CBRequal to or more than 10%, laying in layers notexceeding 250 mm loose, breaking clods, dressing tothe required lines, curves, grades and level, etc.complete as per Tech. spec. 305

CUM 13700.00 490.81 Revised Rate Analysis Pg


Pg No.7

Total 16875772.36

329,408,445

50,083,286.00

379,491,731.07Grand Total

Total Part 1 to Part 5

Railway Portion

Measurement Sheet Pg No.75.08

Item No. Description Unit No. Length Breadth Depth Quantity

1.01 Clearing & Grubbing the Project Area Sqm 1 764.750 24.000 - 18354.00

Say 19000.00i.e. Ha 2.00

1.02Barricade on both sides of Bridge during construction at a distance of 2.5m

Nos 2 764.75/2.5+1 614

Say 620.00

1.04 Dismantling existing structures :

Existing PCC Median kerb fora length equal to viaductportion whih covers existingroad alignment

Cum 1 500.000 1.200 0.500 300.000

1.05 Soil Investigation

Boring in all strata exceptRock RM 47 21.000 987.000

Drilling in hard rock RM 47 6.000 282.000

2.01 Excavation

i) In Soil

Abutment Pile Cap Cum 4 9.390 6.390 2.600 624.022

Peir Pile Cap Cum 36 9.390 6.390 2.600 5616.197

Total 6240.000

ii) In RockNominal Quantity (5% of Quantity for Soil) Cum 1 0.05 4500 225.00

Say 300.00

2.02 Trial Pit Cum 6 24.000 3.000 3.000 1296.00

Say 1300.00

2.03 M-15 Levelling Course (150 thk.)belw pile cap

Abutment & peir pile cap cap A1,A2 A1P,P1,P2,P4-P8,P11,P12,P16-P19

Cum 33 7.8 4.8 0.15 185.33

P3 Cum 1 0.15 7.02

P12 Cum 1 0.15 9.00

P13,P14 Cum 4 7.8 6 0.15 28.08

P15 Cum 1 0.15 8.03

Retaining Wall

A1 Behined Abt Cum 1 18.1 4.9 0.15 13.30

A1 Ch 78.90-43.60 RHS Cum 1 35.3 4.9 0.15 25.95

A1 Ch 43.60-0 RHS Cum 1 43.6 4 0.15 26.16

A1 Ch 78.90-0 LHS Cum 1 78.9 4 0.15 47.34

A1 Ch 83.60 Center Cum 1 3 4.9 0.15 2.21

A2 Ch 0-8.7 Behined Abt Cum 1 18.1 8.9 0.15 24.16

46.8

60.023

53.54

Measurement sheet for Hingoli gate ROB

1


A2 Ch 8.7-83.6 Cum 2 74.9 8.7 0.15 195.49

A2 Ch 83.6-183.6 Cum 2 100 4.9 0.15 147.00

A2 Open Drain Cum 1 60 0.65 0.6 23.40

Approach Slab

A1 & A2 Cum 4 8.5 5.5 0.15 28.05

Total 770.52

Say 771.00

2.04Drilling/Boring & concrete in RCC piles (for 17 M above

founding levelRM 246 17.000 4182.00

Say 4182.00

2.06 600 MM thick filter media

Behind abutment Cum 4 8.600 0.6 5 103.20

In retaining Wall Cum 1 532.000 0.6 2 638.40

Total 741.60

Say 750.00

2.08 aM-35 Grade concrete in RCC retaing wall ,Dirt wall & Peir

ShaftRetaining Wall

A1Raft L & R Cum 1 4.7 18.1 0.6 51.042

A1 Raft (Ch 78.9 -43.60) Cum 1 35.3 4.7 0.6 99.546

A1 Raft (Ch 43.60-0) Cum 1 43.6 3.8 0.5 82.84

A1 Raft(Center) Cum 1 7.5 4.7 0.6 21.15A1 Raft RHS (Ch 78.90-0) Cum 1 78.9 3.8 0.5 149.91

Cum 1 7.5 0.7 4.3 22.575

Cum 2 83.6 0.5 3.075 257.07

Cum 1 18.1 0.7 4.3 54.481

A2 Side Raft (Ch 0- 8.7) Cum 1 8.7 18.1 0.7 110.229

(Ch 8.7- 83.60) Cum 2 74.9 8.7 0.7 912.282

(Ch 83.60- 183.60) Cum 2 100 4.7 0.6 564

Cum 1 18.1 0.7 5 63.35

Cum 2 183.6 0.7 2.775 713.286

Dirt Wall Cum 4 7.5 0.5 2.2 33

Approach Slab Cum 4 8.5 4.4 0.4 59.84

Total 3194.60

Say 3195.00

2.08 bM-35 Grade concrete in RCC retaing wall ,Dirt wall & Peir

Shaft

A1-P8,P11,P15-A2 Cum 34 2.574 332.51

P12-P14 Cum 6 4.565 134.38

Total 466.89

3.7994.906

A1 Wall (Ch 0- 83.60)

A2 wall L & R

2


Say 467.00

2.09 M-35 Concrete in RCC Abutment & Peir Shaft

A1-P8 ,P11,P12,P15-A2 Cum 34 2.88 372.04

P12-P14 Cum 6 4.1 94.20

Total 466.24

Say 467.00

2.09 M-35 Concrete in RCC caps Abutment & Peir

Abt Caps Cum 4 6.50 2.79 0.75 54.414 4.35 2.79 1.00 48.55

Peir Cap P1-P8 ,P15-A2 Cum 30 4.45 3.40 1.00 453.9030 6.50 3.40 0.75 497.25

Peir Cap P13-P14 Cum 4 4.65 3.60 1.00 66.964 6.50 3.60 0.75 70.204 6.50 1.80 0.86 40.25

=3.14 x 2.2 x 2.2/4=3.14 x 2.5 x 2.5/4

3


Peir Cap P12 Cum 2 6.50 0.75 3.00 29.252 2.75 1.00 3.00 16.502 1.22 1.00 3.00 7.312 0.66 3.00 1.00 3.95

Pedestals Cum 240 0.8 0.8 0.35 53.76

Total 1342.27

Say 1345.00

2.10HYSD Reinforcement in Diff.Structural Members

under mentioned

Referring concrete quantities Total Depth

1200 MM Dia RCC piles Kg 4182 932167.80

Pile Caps

A1-P8,P11,P15-A2 Kg 32 5124 163968.00

P12,P13,P14 Kg 6 7712 46272.00

P15 Kg 1 9800 9800.00

P3 Kg 1 7616 7616.00

Peir Shaft

A1-P8,P11,P15-A2 Kg 34 2508 85272.00

P12,P13,P14 Kg 6 3932 23592.00

Peir Caps

A1-P8,P11,P15-A2 Kg 34 3133.964 106554.78

P12,P13,P14 Kg 6 4045.521 24273.13

Dirt Wall

Kg 4 1267 5068.00

Pedestals Kg 288 90 25920.00

Approaches Kg 211761.00

Total 1642264.70

Laps @ 5 % on above quantity 82113.24

Total 1724377.94

Say 1725 MT

2.11

Coal Tar Epoxy aint forStructures below GroundLevel or in contact with theEarth

2.11.1 Abutments m2 2 x 2 8.600 6.187 212.83

Say 220.00

2.11.2 Piers m2 2 x 20 Permeter = 5.712m 0.500 114.24

Say 120.00

2.11.3 Abutment Pile Caps - TOP m2 2X2 9.350 5.300 198.22

Say 200.00

2.11.4 Pier Pile Caps - TOP

1) P10 & P11 (Railway Span) m2 2X2 7.800 7.800 243.36

Reinf. per Running meter depth of pile222.9

4


Say 250.00

2) P14 & P15 (42.5m Span) m2 2X2 7.800 7.800 243.36

Say 250.00

3) P1,P2,P5,P8,P12,P16 & P19(Fixed Piers) m2 2X7 5.600 5.600 125.44

Say 130.00

2.11.5 Abutment Pile Caps - Sides m2 2X2 Perimeter = 28.9 m 0.500 57.80

Say 60.00

2.11.6 Pier Pile Caps - Sides

1) P10 & P11 (Railway Span) m2 2X2 Perimeter = 30.0m 0.500 60.00

Say 60.00

2) P14 & P15 (42.5m Span) m2 2X2 Perimeter = 30.0m 0.500 60.00

Say 60.00

3) P1,P2,P5.P8,P12,P16 and P19(Fixed Piers) m2 2X7 Perimeter = 23.2m 0.500 162.40

Say 170.00

4) P3,P4,P6,P7,P9,P13,P17,P18 & P20 (Free Piers) m2 2X7 Perimeter = 21.2m 0.500 148.40

Say 150.00

Total 1800.00

2.18 M-30 Grad Concrete in RCCPile Cap

Pile Cap A1-P8,P11-P13 Cum 33 7.5 4.5 2 2227.50

P13-P14 Cum 4 7.5 5.7 2 342.00

P3 Cum 1 122.93

P12 Cum 1 122.83

P15 Cum 1 107.51

Diversion of Road Cum 1 148 148.00

Total 3070.77

Say 3071.00

2.22 6 MM thick MS Liner

For 1200 MM Dia Piles MT 246 236.75 6.6 384387.30

Say 385 MT

3.01 H.T. Steel in PSC Girders

3.01.1 PSC-I - Girders +Diapharagms Kg Conc. Quantity = 2802 m3 45 126090.00

3.01.2 PSC-Box Girders+Diapharagms Kg Conc. Quantity = 462 m3 45 20790.00

Kg Total 146880Kg Say 147000

3.02 M-45 Concrete in PSc Girder& Diaphram

122.931

122.826

107.514

5


Girders Unit Girder Length No. of Girders

Quantiy of Concrete per Girder

Total Quantity

Cum 23700 33 21.0645 695.129

Cum 23700 7 22.848 159.936

Cum 21800 30 19.68 590.400

Cum 21420 15 19.046 285.690

Cum 20825 3 18.052 54.156

Cum 20620 1 20.276 20.276

Cum 24150 7 23.15 162.050

6


Cum 19810 1 19.598 19.598

Cum 23350 1 22.556 22.556

Cum 22550 3 21.888 65.664

Cum 25350 3 23.284 69.852Cum 23176 7 22.404 156.828Cum 22908 1 22.18 22.180Cum 25572 3 24.406 73.218Cum Total 2397.533Cum Say 2398.000

3.04 M-45 Concrete in Deck Slabs

Deck Slab Cum 24.5 20 53.452 1069.04Cum 22.5 2 48.372 96.744Cum 22.6 16 48.576 777.216

Conc in one span Diaphram Total SpansDiaphrams Cum 11.924 38 453.112

Total 2396.112Say 2397

3.05 M-45 Concrete in Box Girder

Soffit Slab 1.0 35.560 4.500 0.300 48.012.0 4.500 0.400 2.000 7.202.0 0.700 0.450 0.500 0.32

Haunch 2.0 15.510 0.300 0.150 1.401.0 20.050 0.300 2.000 12.03

Wall 2.0 4.500 0.700 1.850 11.662.0 4.450 0.600 2.050 10.958.0 0.600 0.450 1.950 4.214.0 4.825 0.450 2.000 17.372.0 20.050 0.300 2.000 24.066.0 0.300 0.450 2.000 1.62

Deviator Box

2.0 1.200 0.900 0.700 1.51

Deck Slab 2.0 8.500 1.430 0.400 9.72Haunch 2.0 3.875 0.135 2.000 2.09

1.0 38.700 0.600 0.150 3.481.0 38.700 4.500 0.265 46.151.0 39.700 4.500 0.265 47.341.0 39.600 2.000 0.5 39.60

Total 249.11For 2 Nos 498.23

Say 500

3.06HYSD Reinforcement in Diff.Structural Mmbersmentionedunder:Refering Concrete Quantities,

Concrete Quantity Kg/m3 HYSD Qty. in kg

3.06.1 PSC-I- girders+Diapharagm Kg 2802.000 100 280200.00

Kg Say 280200.00

3.06.2 PSC-Box Girders+Diapharagms Kg 462.000 150 69300.00

7


Kg Say 69300.00

3.06.3 RCC Deck Slab Superstructure Kg 930.00 150 139500.00

Kg Say 139500.00

3.06.4 RCC Deck Slab on PSC IGirder Kg 3010.00 120 361200.00

Kg Say 362000.00

Total 851000.00Laps @ 5% on abovequantity 42550.00

893550.00

Say 894 MT

4.01 RCC Crash Barrier RM =(500 x 4)+(185 x 2)+( 85 x 2) 2540.00

4.02 100mm HDPE pipe insideCrash Barrier

RM 1529.50

Say 1530.004.03 RCC Median Kerbs Cum 2 0.3 0.6 504.75 181.71

Say 185.00

4.04 HYSD Reinforcement forCrash Barrier

MT Reinf per Running meter = 31.75 Kg

= 2540 X 31.75 80645.00Say 81 MT

4.06 Drainage Spouts: -For 3.0m c/c spacing NOS 2 504.75/3.0+1 339.00

Say 339.004.07 Longitudnal Runner Pipe

Along viaduct Length RM 2 505 1010.004.08 Downtake Pipes

From Deck to Pier Cap TOP RM 339+2.0+0.500=2.75m 930.88

Say 940.004.11 Expansion Joint

For movement above RM 44 8.5 374.004.20 100 MM Dia Weep Hole Nos 2 675 1350.00

4.21 M.S. Railing on CrashBarrier

RM 1529.50Say 1530.00

4.22 20mm thick filter materialbetween 2 Decks RM 504.750 504.750

Say 505.00

5.01 Excavation for RetainingWallA2 LHS Ch 0-8.7 Cum 1 8.70 18.10 1.8 283.446

A2 LHS Ch 8.7-83.60 Cum 1 74.90 9.00 1.8 1213.380

A2 LHS Ch 183.60-83.60 Cum 1 100.00 5.30 1.8 954.000

A2 RHS Ch 8.7-83.60 Cum 1 74.90 9.00 1.8 1213.380

A2 RHS Ch 183.60-83.60 Cum 1 100.00 5.30 1.8 954.000

A1 LHS Ch 0-43.60 Cum 1 43.60 4.40 2.7 517.968

A1 LHS Ch 43.60-78.90 Cum 1 35.30 5.30 2.7 505.143

8


A1 LHS Ch 78.90-83.60 Cum 1 5.30 18.10 2.7 259.011

A1 RHS Ch 0-78.90 Cum 1 78.90 4.40 2.7 937.332

A1 Center Ch 83.60-78.90 Cum 1 8.50 5.30 2.7 121.635

Total 6959.295

Say 6960

5.06 Providing and Filling withapproved sand, single belowA2 LHS Ch 0-8.7 Cum 1 8.70 18.10 0.3 47.241

A2 LHS Ch 8.7-83.60 Cum 1 74.90 9.00 0.3 202.230

A2 LHS Ch 183.60-83.60 Cum 1 100.00 5.30 0.3 159.000

A2 RHS Ch 8.7-83.60 Cum 1 74.90 9.00 0.3 202.230

A2 RHS Ch 183.60-83.60 Cum 1 100.00 5.30 0.3 159.000

A1 LHS Ch 0-43.60 Cum 1 43.60 4.40 0.3 57.552

A1 LHS Ch 43.60-78.90 Cum 1 35.30 5.30 0.3 56.127

A1 LHS Ch 78.90-83.60 Cum 1 5.30 18.10 0.3 28.779

A1 RHS Ch 0-78.90 Cum 1 78.90 4.40 0.3 104.148

A1 Center Ch 83.60-78.90 Cum 1 8.50 5.30 0.3 13.515

Total 1029.822

5.07 Designer Finish Plaster Say 1030

Crash Barrier Inner Side Sqm 1 2540.00 0.90 2286.000Crash Barrier Outer Side Sqm 1 2025.60 0.90 1823.040Retaining Wall Outer side A1 Sqm 2 84.00 3.16 530.712Retaining Wall Outer side A2 Sqm 2 184.00 4.25 1562.896

Total 6202.648

Say 6203

5.08 Murrrum Filling

A1 to P9 Cum 1 228.00 17.50 1.000 3990.000

P10 to P13 Cum 1 76.00 17.50 1.000 1320.000

Total 5310.000

Say 5310

5.09 RCC pipe NP3 type RM 100 RM

5.10 Wearing Course over Bridge deck

Cum 38 24.5 8.5 0.065 514.3775

Say 520

5.11 Hard Murrrum Filling

A1 Under GL Cum 1 5.00 16.00 1.800 144.000

Cum 2 78.60 6.93 1.800 1959.498

Above GL Cum 1 83.60 16.50 2.280 3144.342

A2 Under GL Cum 1 83.60 16.10 0.650 874.874

Cum 2 100.00 5.30 0.650 689.000

Above GL Cum 1 183.60 16.50 2.274 6887.341

Total 13699.055

Say 13700

9

Sr No Description Unit Quantity Rate Rs Cost RsSec 1 Preliminary Works1.01 Clearing and Grubbing Road Land .

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

By Mechanical MeansIn area of light junglea) Labour


b) MachineryDozer 80 HP with attachment for removal of trees & stumps hour 10.000 1423.00 14230Tractor-trolley hour 1.000 234.00 234.00

c) Contractor's profit @ input on (a+b) 1496.48Rate per Hectare = a+b+c 16461.28

say 16461

1.02 Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m inlength fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m inheight, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in widthat an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as perIRC:SP:55-2001 Unit = eachTaking output = one steel portable barricadea) Labour

Mate day 0.020 130.00 2.60Mazdoor day 0.250 120.00 30.00Painter day 0.500 130.00 65.00Welder day 0.250 130.00 32.50

b) MaterialAngle iron 45 x 45 x 5 mm kg 25.000 30.00 750.00MS sheet 300 mm wide,2.5 m long and 2.6 mm thick kg 15.000 30.00 450.00Paint litre 0.500 105.00 52.50

Add 2 per cent of cost of steel for welding consumables, nuts & bolts and drillingholes 1.10

c) Contractor's profit @ input on (a+b) 138.37Rate per barricade = a+b+c 1522.07

say 1522

1.03 Supplying and fixing the necessary sign boards as per site requirements and asdirected by Engineer.

a) Information sign boardsAs per DSR 2005-06( Page No.183 Sr.No. 772 ) Nos 10000Add Corporation Charges @5% 500Total 10500

b) Cautionary sign boardAs per DSR 2005-06( Page No.180 Sr.No. 766 ) Nos 3500Add Corporation Charges @5% 175Total 3675

c) Mandatory and directional sign boardsAs per DSR 2005-06( Page No.181 Sr.No. 769 ) Nos 3275Add Corporation Charges @5% 164Total 3439


1

Sr No Description Unit Quantity Rate Rs Cost Rs1.03 d) Road Delineators

Supplying and installation of delineators (road way indicators, hazard markers, objectmarkers), 80-100 cm high above ground level, painted black and white in 15 cm widestrips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panelsat the top, buried or pressed into the ground and conforming toIRC-79 and thedrawings.Unit = EachTaking output= 30 Nos.a) Labour

Mate day 0.040 130.00 5.20Mazdoor for fixing day 1.000 120.00 120.00

b) Material 30.000 550.00 16500.00Cost of approved type of delineators from ISI certified firm as per the standard drawing given in IRC - 79 each 1650.00

Add 10 per cent cost of material for installation 831.26c) Contractor's profit @ 10 % on (a+b) 1910.65Cost for 30 Nos. delineators = (a+b+ c) 21017.11Rate per delineators = (a+b+c) /30 say 701

1.03 e) Traffic Cone

Provision of red fluorescent with white reflective sleeve traffic cone made of lowdensity polyethylene (LDPE) material with a square base of 390 x 390 x 35 mmand a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873

Unit = Running metreTaking output = 68 Nos.a) Labour


b) MaterialTraffic cones with 150 mm reflective sleeve each 68.000 600.00 40800.00

c) MachineryTractor-trolley hour 0.100 234.00 23.40

d) Contractor's profit @ input on (a+b+c) 4088.60Cost for 68 Nos. = a+b+c+d 44974.60Rate per metre = (a+b+c+d)/68 661.39

say 6611.04 a) Dismantling of existing structures like culverts, bridges, retaining walls and other

structure comprising of masonry, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres

Unit = cumTaking output = 1.25 cumBrick ,MasonaryIn cement mortara) Labour

Mate day 0.030 130.00 3.90Mazdoor for dismantling, loading and unloading day 0.750 120.00 90.00

b) MachineryTractor-trolley hour 0.270 234.00 63.18

c) Contractor's profit @ input on (a+b) 15.71Cost for 1.25 cum = a+b+c 172.79Rate per cum = (a+b+c)/ 1.25 138.23

say 138

1.04 b) Dismantling of flexible pavements , Cement Concrete Structure and Footpath anddisposal of dismantled materials up to a lead of 1000 metres, stacking serviceableand unserviceable materials separatelyUnit = cumTaking output = 1 cum

2

Sr No Description Unit Quantity Rate Rs Cost Rs By Mechanical MeansBituminous coursea) Labour


b) MachineryTractor-trolley hour 0.380 234.00 88.92Farm tractor with ripper @ 60 cum per hour hour 0.017 252.00 4.28

c) Contractor's profit @ input on (a+b) 13.05Rate per cum = a+b+c 143.55

say 1441.05 Taking one 100 mm bore hole at each foundation location of ROB proper and one

each in approaches on each side by using double tube boring machine and carryingout tests to determine Engineering Properties of soil and to ascertain rock levels /qualities of strata at each location and submitting the soil investigation report withnecessary interpretation of the test results as directed by Engineer and as perspecification.a) Boring in all strata excluding hard rock.As per DSR 2005-06( Page No.213 Sr.No. 16 ) Rmt 1404Add Corporation Charges @5% 70.2Total 1474b) Drilling in hard rock.As per DSR 2005-06( Page No.213 Sr.No. 18 ) Rmt 1857Add Corporation Charges @5% 92.85Total 1950

3

Sr No Description Unit Quantity Rate Rs Cost RsSec 2 Foundation and Substructures2.01 Excavation for Structures

Earth work in excavation of foundation of structures as per drawing andtechnical specification, including setting out, construction of shoring andbracing, removal of stumps and other deleterious matter, dressing ofsides and bottom and backfilling with approved material.Unit = cumTaking output = 10 cumDepth upto 3 ma) Labour


c) Contractor's profit @ 10% on (a+b) 40.461. Cost of dewatering may be added 10 per cent of labour cost . 40.46Cost for 10 cum = a+b+c 485.52Rate per cum = (a+b+c)/10 48.55The cost of shoring and shuttering, may be added @ 1 per cent on cost of excavation for open foundation.

0.49

Disposing Of Unsuitable Material Upto 3Km and lift 32.00Rate per cum 81.04

say 81.00Depth Above 3 m a) Labour

Mate/Supervisor day 0.18 140.00 25.20 Mazdoor day 4.50 110.00 495.00

b) Contractor's profit @10% on (a) 52.02Cost of dewatering may be added where required upto 15 per cent oflabour cost.

78.03


0.57

Disposing Of Unsuitable Material Upto 3Km and lift 32.00Rate per cum 89.80

say 90.00

2.03 Plain/Reinforced Cement Concrete in Open Foundation complete as perDrawing and Technical Specifications.PCC Grade M15 Unit = cumTaking output = 15 cuma) Material



c) MachineryConcrete mixer (cap. 0.40/0.28 cum) hour 6.00 150.00 900.00Generator 63 KVA hour 6.00 240.00 1440.00

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 2206.00d) Add Contractors Profit @ 10 % 2370.59Cost for 15 cum = a+b+c+d 35453.93Rate per cum = (a+b+c+d)/15 2363.60

say 2364.00


1

Sr No Description Unit Quantity Rate Rs Cost Rs2.04 RCC M30 Pile 1M / 1.2M dia




c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader 1 cum capacity hour 6.00 520.00 3120.00Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00 600.00 9000.00Transit Mixer 4 cum capacity, lead beyond 1 Km, L - lead in Kilometer

tonne.km 300L 6.00 9000.00

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 2813.00Add 5 per cent of cost of material and labour towards cost of formingsump, protective bunds, chiselling and making arrangements for underwater concreting with tremie pipe..

15250.63

d) Contractor's profit @ 10% on (a+b+c) 27770.38cost of 120 cum = a+b+c+d 380493.67Rate per cum = (a+b+c+d)/120 3170.78

say 3171.00

Bored cast-in-situ M30 grade R.C.C. Pile excluding Reinforcementcomplete as per Drawing and Technical Specifications and removal ofexcavated earth with all lifts and lead upto 1000 m.Pile diameter-1000 mmUnit = meterTaking output = 10 ma) Materials

RCC Grade M30 cum 7.85 3170.78 24890.63Rate for concrete may be adopted same as for bottom plug videitem no. 12.11( C ) (IV)Concrete to be cast with a tremie pipe 200mm dia. 1244.53b) Machinery( for boring and construction )


hour 7.80 3525.00 27495.00


hour 0.50 230.00 115.00

Hire and running charges of Bentonite pump hour 6.00 Rate includedin piling rig

Loader I cum bucket capacity. hour 0.40 520.00 208.00Tipper 5.5 cum capacity for disposal of muck from pile bore hole hour 0.40 200.00 80.00Bentonite kg 350.00 20.00 7000.00

c) LabourMate/Supervisor day 0.16 130.00 20.80Mazdoor day 4.00 120.00 480.00Mazdoor for breaking pile head, bending bars, cleaning etc. day 1.00 120.00 120.00


6521.00

2

Sr No Description Unit Quantity Rate Rs Cost RsBored cast-in-situ M30 grade R.C.C. Pile excluding Reinforcementcomplete as per Drawing and Technical Specifications and removal ofexcavated earth with all lifts and lead upto 1000 m.Pile diameter-1200 mmUnit = meterTaking output = 10 ma) Materials

RCC Grade M30 cum 10.17 3170.78 32246.84Rate for concrete may be adopted same as for bottom plug videitem no. 12.11( C ) (IV)Concrete to be cast with a tremie pipe 200mm dia. 1612.34b) Machinery( for boring and construction )


hour 7.80 3525.00 27495.00


hour 0.50 230.00 115.00

Hire and running charges of Bentonite pump hour 6.00 Rate includedin piling rig

Loader I cum bucket capacity. hour 0.50 520.00 260.00Tipper 5.5 cum capacity for disposal of muck from pile bore hole hour 0.50 200.00 100.00Bentonite kg 385.00 20.00 7700.00

c) LabourMate/Supervisor day 0.18 130.00 23.40Mazdoor day 4.50 120.00 540.00Mazdoor for breaking pile head, bending bars, cleaning etc. day 1.00 120.00 120.00


say 7385.00

2.05 Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV)

Unit = 1 MTTaking output = 1 MT

a) Initial load test tonne 600.00 300.00 180000.00Including The cost of pile 7385.00Rate per MT=a/600 312.00

b) routine load test tonne 375.00 300.00 112500.00Rate per MT=b/375 300.00

c) Lateral load test tonne 20.00 5000.00 100000.00Rate per MT=c/20 5000.00

2.06 Providing and laying 600 mm thick filter media behind abutment as perdetailed drawing & specifications complete.Unit = cumTaking output = 10 cum.a) Labour

Mate day 0.32 130.00 41.60Mazdoor for filling, watering, ramming etc. day 7.00 120.00 840.00Mazdoor (Skilled) day 1.00 125.00 125.00

b) MaterialFilter media of stone aggregate conforming to clause 2504.2.2. of MoRTH specifications.

cum 12.00 167.65 2011.80

c) MachineryWater Tanker of 6 KL capacity hour 0.06 200.00 12.00

d) Contractor's profit @10% on (a+b+c) 303.04cost for 10 cum of Fiter Media = a+b+c+d 3333.44

3

Sr No Description Unit Quantity Rate Rs Cost RsRate per cum = (a+b+c+d)/10 333.34

say 333.00

2.07 RCC Grade M30 (Pile caps, Foundation)Unit = cumTaking output = 15 cum

Using Batching Plant, Transit Mixer a) Material


b) LabourMate day 0.84 140.00 117.60Mason day 3.00 195.00 585.00Mazdoor for concreting day 18.00 120.00 2160.00Mazdoor for breaking pile head, bending bars, cleaning etc. day 1.00 120.00 120.00

c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 125 KVA hour 6.00 450.00 2700.00Loader (capacity 1 cum) hour 6.00 520.00 3120.00

Transit Mixer ( capacity 4.0 cu.m )Lead upto 1 Km hour 15.00 600.00 9000.00Lead beyond 1 Km, L - lead in Kilometer tonne.km 37.5L 6.00 9000.00 Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) Labour and c) Machinery

12206.96

d) Contractor's profit @10% on (a+b+c) 24236.16Cost for 15 cum = a+b+c+d 341617.22Rate per metre (a+b+c+d)/15 2846.81

say 2847.00

2.08 RCC Grade M30 (Pier,Abutment)Using Batching Plant, Transit Mixer Unit ; cumTaking Output = 120 cuma) Material



c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader1 cum capacity hour 6.00 520.00 3120.00Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00 600.00 9000.00Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00

Concrete pump hour 6.00 165.00 990.00Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 2549.00

Add 3.5 % for extra lift 96352.20d) Formwork @ 14 per cent on cost of concrete i.e. cost of material,labour and machinery

42817.70

e) Contractor's profit @ 10% on (a+b+c+d) 36999.11cost of 120 cum = a+b+c+d+e 482009.71Rate per cum = (a+b+c+d+e)/120 4016.75add 10% for asthetic finshesh 401.67

4

Sr No Description Unit Quantity Rate Rs Cost RsRate per cum 4418.42

say 4418.00

2.09 RCC Grade M30 For Pier Caps and pedestal)Using Batching Plant, Transit Mixer Unit = cumTaking output = 120 cuma) Material



c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader hour 6.00 520.00 3120.00Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km hour 15.00 600.00 9000.00Lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00Concrete Pump hour 6.00 165.00 990.00

Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum 305966

Add 3.5 % for extra lift 107088.10Height 5m to 10md) Formwork and staging (a+b+c) 23.00 42835.24e) Contractor's profit @10% on (a+b+c+d) 38086.97Cost for 120 cum = a+b+c+d+e 493976.21Rate per cum = (a+b+c+d+e)/120 4116.47add 10% for asthetic finishesh 411.65

4528.12say 4528.00

2.10

Providing and fixing in position HYSD Fe415 reinforcing bars of variousdiameters for all RCC works of Superstructure as per detailed design anddrawings and schedule including cutting, bending, hooking the bars,binding with 18 SWG including all laps, chairs, spacers etc. and cost of alllabour, materials, tools, plants, equipment, supporting as required with alllifts and leads etc. all complete as per specification and as directed byEngineer.As per DSR 2005-06( Page No.205 Sr.No. 874 ) MT 33801.00Add Corporation Charges @5% 1690.05Total 35491

2.11 Providing and applying 2 coats of Coal tar epoxy paint to all concrete surface in contact with earth .Unit = sqmTaking output = 10 sqma) Labour


b) MaterialCoal tar epoxy paint of approved quality for cement concrete surface Litres 5.00 200.00 1000.00

c) Contractor's profit @ 10% input on (a+b) 106.51Cost for 10 sqm (a+b+c) 1171.56Rate per sqm (a+b+c)/10 117.16

5

Sr No Description Unit Quantity Rate Rs Cost Rssay 117.00

2.12Providing and applying single coat epoxy phenolic primer of DFT-50 micron and two coats of epoxy phenolic coating of DFT-100 micron each to surfaces of substructure exposed at atmosphere.Unit = sqmTaking output = 10 sqma) MaterialEpoxy paint with primer litre 5.00 200.00 1000.00b) LabourPainter each 0.60 130.00 78.00Mazdoor each 1.00 120.00 120.00Add 10% Contractor's profit 119.80Rate Per 10 M2 1317.80Rate Per M2 131.78

Say 132.00

2.14

Sinking of well foundation in soil and murum etc. which can be removed by grabbing and chiselling with large scale dewatering or in proper setting of wells including all method excepts pneumatic sinking ( Dia 10 mdepth 20 M)

Rm 76090.00

(As per DSR page no.199 and Sr.No.845)Add 60% extra for depth upto 20 m 45654.00add corporation charges @5% 6087.20Rate per Rmt 127831.00

2.15Providing and laying in situ M20 cement concrete in well stainingincluding compacting by vibrating , rodding ,finishing and curing etccomplete(excluding reinforcement )as directed by engineerWith Batching Plant, Transit Mixer Unit : cumTaking Output = 120 cuma) Material

Cement tonne 41.66 3990.00 166223.40Coarse Sand cum 54.00 372.99 20141.4620 mm Aggregate cum 64.80 508.13 32926.8210 mm Aggregate cum 43.20 508.13 21951.22


c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader 1 cum capacity hour 6.00 520.00 3120.00Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00 600.00 9000.00Lead beyond 1 km, L-lead in km tonne.km 300L 6.00 9000.00Concrete Pump hour 6 165.00 990.00

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 2312.00d) Formwork @ 10 per cent on cost of concrete i.e. cost of material, labour and machinery

20233.26

e) Contractor's profit @ input on (a+b+c+d) 5634.25Cost for 120 cum = a+b+c+d+e 303219.61Rate per cum = ( a+b+c+d+e )/120 2526.83

say 2527.00

2.16

Providing and laying in situ M25 reinforced cement concrete well curbsincluding necessary shuttering compacting by vibrating finishing andcuring etc. complete (excluding reinforcement ) as directed by Engineer

Using Batching Plant, Transit Mixer

6

Sr No Description Unit Quantity Rate Rs Cost RsUnit ; cumTaking Output = 120 cuma) Material



c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader1 cum capacity hour 6.00 520.00 3120.00Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00 600.00 9000.00Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00

Concrete Pump hour 6.00 165.00 990.00Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 2535.00

d) Formwork @ 20 per cent on cost of concrete i.e. cost of material,labour and machinery

60832.98

e) Contractor's profit @ input on (a+b+c+d) 28997.84cost of 120 cum = a+b+c+d+e 393995.72Rate per cum = (a+b+c+d+e)/120 3283.30

say 3283.00

2.17Providing fabricating and setting out mild steel cutting edges forreinforced cement concrete well curbs as shown on the detailed drawingetc. complete as directed by EngineerAs per DSR 2006-07( Page No.197 Sr.No. 838 ) MT 36700add Corporation Charges @5% 1835Rate per MT 38535

say 38535.00

2.18

Providing and laying in situ M30 reinforced cement concrete well caps/pile caps including necessary shuttering compacting by vibrating finishingand curing etc. complete (excluding reinforcement ) as directed byEngineer Using Batching Plant, Transit Mixer Unit = cumTaking output = 120 cuma) Material



c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader (capacity 1 cum) hour 6.00 520.00 3120.00Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00 600.00 9000.00Lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00Concrete Pump hour 6.00 165.00 990.00 Formwork @ 3.5 per cent of (a+b+c) 10703.03


Sr No Description Unit Quantity Rate Rs Cost Rscost of 120 cum = a+b+c+d 340652.26Rate per cum = (a+b+c+d)/120 2838.77

say 2839.00

2.19Providing and filling in well with sand /rubble and sand /shingle and sandincluding compaction betwwen the top plug and bottom plug etc.completeas directed by engineer unit= 1 cumTaking output = 1 cuma) Materialsand ( assuming 20per cent voids) cum 1.20 372.99 447.59b) Labour Mate day 0.01 130.00 1.30Mazdoor day 0.30 120.00 36.00 3.73Rate per cum 513.05

say 513.00

2.20

Providing and laying in situ M15 reinforced cement concrete for thebottom plugs of well in dry under water including compacting by vibratingfinishing and curing etc. complete (excluding reinforcement ) as directedby Engineer Using Batching Plant, Transit Mixer Unit ; cumTaking Output = 120 cuma) Material




tonne.km 300L 6.00 9000.00

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 2116.00Add 5 per cent of cost of material and labour towards cost of formingsump, protective bunds, chiselling and making arrangements for underwater concreting with tremie pipe..

6724.70

d) Contractor's profit @10% on (a+b+c) 26060.22cost of 120 cum = a+b+c+d 286662.42Rate per cum = (a+b+c+d)/120 2388.85

say 2389.00

2.21

Providing and laying in situ M15 reinforced cement concrete for the Topplugs of well including compacting by vibrating finishing and curing etc.complete (excluding reinforcement ) as directed by Engineer

PCC Grade M15 Unit = cumTaking output = 120 cuma) Material

Cement tonne 33.04 3990.00 131829.60Coarse sand cum 54.00 372.99 20141.46

8

Sr No Description Unit Quantity Rate Rs Cost Rs20 mm Aggregate cum 64.80 508.13 32926.8210 mm Aggregate cum 43.20 508.13 21951.22Admixture Kg 148.80 80.00 11904.00



tonne.km 300L 6.00 9000.00

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 15520.00d) Contractor's profit @10% on (a+b+c) 16699.64Cost for 15 cum = a+b+c+d 270619.54Rate per cum = (a+b+c+d)/120 2255.16

say 2255.00

2.22 Providing and installing 6 mm MS liner for upper 2.5m depth of bored-cast-in-situ concrete piles including applying protective coating as perdrawing and specification and as directed by Engineer (excludingreinforcement).Unit = MTMild steel liner in pile ( 6 mm)Unit - 1 MTa)Material Steel Plate MT 1.05 24960.0 26208.00b)LabourMate day 1.24 130.0 161.20Fitter day 6.00 130.0 780.00Blacksmith day 5.00 130.0 650.00Welder day 5.00 130.0 650.00Mazdoor day 10.00 120.0 1200.00Electrodes , cutting gas and other consumable @5% of a) 1310.40Transportation MT 1.00 1000.0 1000.00Erection MT 1.00 2500.0 2500.00c) contractors Profit @10% 3095.96Rate per MT(a+b+c) 37555.56

say 37556.00

9

Sr No Description Unit Quantity Rate Rs Cost RsSec 3 SuperStructure

3.01/3.06High tensile steel wires/strands including all accessories for stressing,stressing operations and grouting complete as per drawing and TechnicalSpecificationsUnit = 1 MTTaking output = 0.282 MTDetails of cost for 12T13 strand 30 m long cable (weight = 0.282 MT)a) Material

H.T. Strand @ 9.42 kg/m including 2 per cent for wastage and extra length for jacking

tonne 0.29 44000.00 12656.16

Sheathing duct ID 66 mm along with 5 per cent extra length 30 x 1.05 = 31.5 m.

metre 31.50 125.00 3937.50

Tube anchorage set complete with bearing plate, permanent wedges etc each 2.00 2000.00 4000.00

Cement for grouting including 3 per cent wastage @ 3.00 kg/m = 3 x 1.03x 30 = 92.7 kg (say, = 93 kg)

tonne 0.093 3870.00 359.91

Add 0.50 per cent cost of material for Spacers, Insulation tape and miscellaneous items

1047.68

b) Labouri) For making and fixing cables, anchorages

Mate day 0.16 130.00 20.80Blacksmith day 1.00 130.00 130.00Mazdoor day 3.00 120.00 360.00

ii) For prestressing Mate/Supervisor day 0.05 130.00 6.50Prestressing operator / Fitter day 0.25 130.00 32.50Mazdoor day 1.00 120.00 120.00

iii) For groutingMate/Supervisor day 0.05 130.00 6.50Mason day 0.25 130.00 32.50Mazdoor day 1.00 120.00 120.00

c) MachineryStressing jack with pump hour 2.50 83.00 207.50Grouting pump with agitator hour 1.00 50.00 50.00Generator 33 KVA. hour 3.50 240.00 840.00

d) Contractor's profit @ input on (a+b+c) 2392.75Cost for 0.282 MT (a+b+c+d) 26320.30Rate per MT = (a+b+c+d)/0.282 93334.41

say 93334.00

3.02 PSC Grade M-40 Precast GirderUnit = 1 cumTaking output = 120 cuma) Material




Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km hour 15.00 600.00 9000.00Lead beyond 1 Km, L - lead in Kilometer tonne.km 300*5 6.00 9000.00

Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum 334197.00

For formwork and staging add the following:


1

Sr No Description Unit Quantity Rate Rs Cost RsFor T-beam & slab 23-33 per cent of cost of concrete.Height Above 10m Formwork and staging (a+b+c) 33% 26.00 110284.91(e) Placement of girders in position over pier caps including placement of sandjacks, channel, levelling etc.Add for(Loading and machinary hire charges )construction at precast yard @10%

33419.70

Add for transportation and Launching of Girder in position @ 10% 33419.70f) Contractor's profit @ input on (a+b+c+d+e) 43630.15Cost for 120 cum = a+b+c+d+e+f 554951.16Rate per cum = (a+b+c+d+e+f)/120 4624.59

say 4625.00

3.03

Supplying, fitting and fixing in position true to line and level POT-PTFE bearingconsisting of a metal piston supported by a disc or unreinforced elastomerconfined within a metal cylinder, sealing rings, dust seals, PTFE surfacesliding against stainless steel mating surface, complete assembly to be of caststeel/fabricated structural steel, metal and elastomer elements to be as perIRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawingand approved Technical Specifications.

Unit: one tonne capacityPOT Cum PTFE Bearing




3.04 RCC Grade M-40 ( Deck Slab and Diaphragm)Unit = 1 cumTaking output = 120 cuma) Material




Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km hour 15.00 600.00 9000.00Lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00Concrete Pump hour 6.00 165.00 990.00


add for lift 3.5% 129047.00For formwork and staging add the following:For solid slab/voided slab super-structure, 18-28 per cent of cost of concrete

(a+b+c) Above 10mD) Formwork and staging per cent of (a+b+c) 21.00 93852.28

2

Sr No Description Unit Quantity Rate Rs Cost Rse) Contractor's profit @ input on (a+b+c+d) 35401.95Cost for 120 cum = a+b+c+d+e 593487.92Rate per cum = (a+b+c+d+e)/120 4945.73

say 4946.00

3.05 RCC Grade M-40 ( Box Girder)Unit = 1 cumTaking output = 120 cuma) Material




Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km hour 15.00 600.00 9000.00Lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00Concrete Pump hour 6.00 165.00 990.00


Add 3.5% for extra lift 129047.00For formwork and staging add the following:For cast-in-situ box girder, segmental construction and balanced cantilever, 36-58 per cent of cost of concrete.d) Formwork and staging 58 per cent of (a+b+c) 46.00 194408.29e) Contractor's profit @ input on (a+b+c+d) 45457.55Cost for 120 cum = a+b+c+d+e 704099.53Rate per cum = (a+b+c+d)/120 5867.50

say 5867.00

3.08Providing and applying 3 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Unit = sqmTaking output = 10 sqma) Labour


b) MaterialWater based paint of approved quality for cement concrete surface Litres 5.00 125.00 625.00

C)Contractor's profit @ input on (a+b) 69.01Cost for 10 sqm (a+b+c) 759.06Rate per sqm (a+b+c)/10 75.91add rate for 1 coat 37.95Rate per sqm 113.86

say 114.003.10 Providing and laying in-situ RCC M30 grade concrete in waist slab including

centering, shuttering, mixing in mechanised batch mix plant, compaction, curing and dewatering if necessary, excluding reinforcement as per specification and as directed by Engineer. RCC Grade M30 For waist slabUsing Batching Plant, Transit Mixer Unit = cumTaking output = 120 cuma) Material

Cement tonne 48.80 3990.00 194712.00

3

Sr No Description Unit Quantity Rate Rs Cost RsCoarse sand cum 54.00 372.99 20141.4620 mm Aggregate cum 64.80 508.13 32926.8210 mm Aggregate cum 43.20 508.13 21951.22


c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader hour 6.00 520.00 3120.00Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km hour 15.00 600.00 9000.00Lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00Concrete Pump hour 6.00 165.00 990.00

Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum 304976

Add 3.5 % for extra lift 10674.16Height 5m to 10md) Formwork and staging (a+b+c) @ 4.5% 23.00 13723.92e) Contractor's profit @10% on (a+b+c+d) 25534.45Cost for 120 cum = a+b+c+d+e 355898.43Rate per cum = (a+b+c+d+e)/120 2965.82

say 2966.003.11 Providing and fixing 150*100 mm non skidding precast chequred tiles 25 mm

thick of approved quality in traffic island and where ever necessary in citysuburban limit over 18 mm thick C.M 1:3 including curing etc.complete as perdrawing and as directed by Engineer.

Unit = 10 Sqm

a) Material

Chequared Tile Sqm 11.00 130.00 1430.00Cement Mortar 1:3 Sqm 0.18 2467.74 444.19

1874.19Cement Mortar 1:3 (sub Analysis)Unit =CumTaking Output =1cumMaterialCement MT 0.51 3990.00 2034.90Sand Cum 1.05 372.99 391.64Mate day 0.04 130.00 5.20Mazdoor day 0.30 120.00 36.00Total = (A+B) 2467.74b) Labour Mason day 2.16 130.00 280.80Mazdoor day 2.16 120.00 259.20

540.00Sundries 15.00c) Contractor's profit @ input on (c) 55.50Rate per 10 sqm = a+b+c 2484.69Rate per sqm = (a+b+c)/10 260.89

say 261

4

Sr No Description Unit Quantity Rate Rs Cost RsSec 4 Miscallaneous Items4.01 RCC Grade M-40 ( Crash Barrier)

Unit = 1 cumTaking output = 120 cuma) Material




Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km hour 15.00 600.00 9000.00Lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00


334197.00

add for lift 3.5% 140362.74e) Contractor's profit @ input on (a+b+c+d) 25917.72Cost for 120 cum = a+b+c+d+e 500477.16Rate per cum = (a+b+c+d+e)/120 4170.64

say 4171.00Unit = Linear metreTaking output = 10 ma) M 40 grade concrete

cum 6.457 4171.00 26932.15b) Labour


c) MaterialHYSD steel reinforcement including dowel bars tonne 0.280 35491.00 9937.48Pre-moulded asphalt filler board sqm 0.320 700.00 224.00

e) Contractor's profit @ input on (b+c+d) 1028.67Cost for 10 metre = a+b+c+d+e 38247.50Rate per metre = (a+b+c+d+e)/10 3824.75

say 3825.00

4.02 Providing 100mm dia PVC pipe in footpath / crash barrier for utility

Unit - m1) Cost of 100mm dia PVC pipe M 1.000 125.00 125.002) Labour for laying - 5% 6.25Add 10% Contractor's profit 12.50Rate per m 143.75

say 144.004.03 Kerb M-25

With Batching Plant, Transit Mixer Unit: cumTaking Output = 120 cuma) Material



1



Cost of Water Kl 270.00 100.00 27000.00b) Labour


c) MachineryKerb Casting Machine @ 60meter/hour Hour 6.00 200.00 1200.00Batching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Transit Mixer 4 cum capacity for lead upto 1 km. hour 15.00 600.00 9000.00

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 2638.00 316555.00

d) Contractors Profit @ 10 % (b+c) 21453.54cost of 120 cum = a+b+c+d 338008.54Rate per cum (a+b+c+d)/120 2816.74

say 2817.00

4.06 Providing and fixing in position 100mm dia drainage spout with GIgrating Unit - Eacha) MaterialCost of MS grating including hopper No. 1.00 100.00 100.00Cost of 100mm dia GI pipe M 1.00 135.00 135.00Cost of anti-corrosive / bituminous paint LS 50.00b) Labour Mason day 0.10 130.00 13.00Mazdoor day 0.20 120.00 24.00Add Contractor's Profit @10% 32.20Total Say 354.00

4.07/4.08

Providing and fixing 150mm dia runner and downtake PVC pipe

150mm dia PVC pipe m 1 148 148Fixture, clamps, etc. LS 25 25Bends No. 0.5 135 67.5Labour for fixing LS 50 50Add Contractor's Profit @10% 29.05Rate per m 319.55

Say 320.00

4.09 Providing and constructing catch pit 0.90 m x 0.45 m x 1.2 m deep inBB masonry including excavation, backfilling in soil, 100 mm thick M-15 grade PCC below and covered with 100 mm thick RCC M-25 slab,reinforcement, M.S. covering, smooth finish from inside etc. completeas per drawing and as directed by Engineer.Unit = Nos

AS per DSR 2005-06 Page No. 126 Sr.No.538 No 1.00 1850.00 1942.50Deduct PCC M15 Rate 0.06 1692.00 93.06Deduct RCC Cover M25 Rate 0.03 2929.00 88.97Total 1760.47Excavation of Catchpit 0.94 61.00 57.10Add Rate of Concrete PCC M15 0.06 1895.00 104.23Add rates of Concrete RCC Cover M25 0.03 2492.00 75.69Add for Steel 0.0010 35491.00 35.93

Rate Per No 2033.00

4.10 Providing and fixing precast concrete 300 mm dia. pipes, type NP3,granular and concrete bedding below pipe, encasing pipe with M-30concrete, including cost of all materials, labour, etc. complete with alllifts and leads etc. as per specifications and as directed by Engineer.

2



Unit = metreTaking output = 12.5 metres ( 5 pipes of 2.5 m length each )

1000 mm diaa) Labour


b) MaterialSand at site cum 0.070 372.99 26.11Cement at site tonne 0.050 3990.00 199.50RCC pipe NP-3 300 mm dia /prestressed concrete pipe including collar at site

metre 12.500 312.00 3900.00

Granular material passing 5.6 mm sieve for bedding cum 4.500 480.13 2160.59c) Encasement of pipes with M30 Concrete cum 0.094 2505.00 235.97d) Contractor's profit @ input on (a+b+c) 709.06Cost for 12.5 metres = a+b+c+d 7799.62Rate per metre = (a+b+c+d)/12.5 623.97

say 624.00Strip Seal Expansion Joint

4.11

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Unit = Running meterTaking output = 12 m a) Labour


b) MaterialSupply of complete assembly of strip seal expansion joint comprising of edge beams, anchorage, strip seal element and complete accessories as per approved specifications and drawings.

metre 12.00 6500.00 78000.00

Add 5 per cent of cost of material for anchorage reinforcement, welding and other incidentals.

3907.89

c) Contractor's profit @ input on (a+b) 8206.56Cost for 12 m = (a+b+c) 90272.20Rate per m = (a+b+c)/12 7522.68

say 7523.00

4.12 Providing and applying primer coat using bituminous emulsion or cutback primer over prepared surface of granular base with emulsionpreheated to a temperature between 20OC - 60OC and applying auniform coat with the aid of self propelled bitumen pressure sprayerwith self heating arrangement and spraying bar with nozzles ofconstant volume for pressure system at 10 kg/10 sqm including allmaterials, labour, machinery etc. complete with all leads and lifts asdirected by Engineer and as per specification.Unit = sqmTaking output = 3500 sqma) Labour


b) MachineryMechanical broom @ 1250 sqm per hour hour 2.800 230.00 644.00Air compressor 250 cfm hour 2.800 206.00 576.80

3



Emulsion pressure distributor @ 1750 sqm per hour hour 2.000 692.00 1384.00Water tanker 6 KL capacity hour 1.000 200.00 200.00

c) MaterialBitumen emulsion @ 1 kg per sqm tonne 3.500 25426.10 88991.35

Add Lead Charges for asphalt for 625 [email protected]/T. 6343.75d) Contractor's profit @ input on (a+b+C) 9839.03Cost for 3500 sqm = a+b+c+d 108229.33Rate per sqm = (a+b+c+d)/3500 30.92

say 31.00

4.13 Providing and applying tack coat with bitumen emulsion usingemulsion pressure distributor at the rate of 0.50 kg per sqm on theprepared bituminous/granular surface cleaned with mechanicalbroom.Unit = sqmTaking output = 3500 sqma) Labour


b) MachineryMechanical broom @ 1250 sqm per hour hour 2.800 230.00 644.00Air compressor 250 cfm hour 2.800 206.00 576.80Emulsion pressure distributor @ 1750 sqm per hour hour 2.000 692.00 1384.00

c) MaterialBitumen emulsion @ 0.5 kg per sqm tonne 1.750 25426.10 44495.68

Add Lead Charges for asphalt for 625 [email protected]/T. 3171.88d) Contractor's profit @ input on (a+b+C) 5052.28Cost for 3500 sqm = a+b+c+d 55575.03Rate per sqm = (a+b+c+d)/3500 15.88

say 16.00

4.14 Providing and laying 6 mm thick mastic asphalt wearing course on topof deck slab excluding prime coat with paving grade bitumen meetingthe requirements given in table 500-29, prepared by using masticcooker and laid to required level and slope after cleaning the surface,including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 9.5 mm nominal size at the rate of0.005cum per 10 sqm and at an approximate spacing of 10 cm centerto center in both directions, pressed into surface when thetemperature of surfaces not less than 100 deg. C, protruding 1 mm to4 mm over mastic surface, all complete as per clause 515.

Unit = sqmTaking output = 145 sqm (2 tonnes)(0.869 cum) assuming adensity of 2.3 tonnes/cum.a) Labour


b) MachineryMechanical broom @ 1250 sqm per hour hour 0.06 230.00 13.80Air compressor 250 cfm hour 0.06 206.00 12.36Mastic cooker 1 tonne capacity hour 6.00 40.00 240.00Bitumen boiler 1500 litres capacity hour 6.00 128.00 768.00Tractor for towing and positioning of mastic cooker and bitumen boiler

hour 1.00 234.00 234.00

c) MaterialBase mastic (without coarse aggregates) = 60 per cent

4



Coarse aggregate(3.35mm to 9.5 mm size) = 40 per cent .Proportion of material required for mastic asphalt with coarseaggregates (based on mix design done by CRRI for a specific case)

i) Bitumen 80/100 or 60/70 or 30/40 @ 10.2 per cent by weight of mix. 2 x 14.0/100 = 0.204

tonne 0.280 25426.10 7119.31

add Lead Charges for Bitumen 625 Km 507.50ii) Crusher stone dust @ 31.9 per cent by weight of mix = 2 x 31.9/100 = 0.638 tonnes = 0.638/1.625 = 0.39

cum 0.39 480.13 187.25

iii) Lime stone dust filler with calcium carbonate content not less than 80 per cent by weight @ 17.92 per cent by weight of mix = 2 x 17.92/100 = 0.36

tonne 0.36 5000.00 1800.00

iv) Coarse aggregates 9.5 mm to 3.35 mm size @ 40 per cent by weight of mix = 2 x 40/100 = 0.8 MT = 0.8/1.456 = 0.55

cum 0.55 508.13 279.47

v) Pre-coated stone chips of 9.5 mm nominal size for skid resistance = 72.46x0.005/10 = 0.036

cum 0.036 480.13 17.28

vi) Bitumen for coating of chips @ 2 per cent by weight = 0.036 x 1.456 x 2/100 = 0.001048MT = 1.05kg

kg 1.05 25.43 26.70

#REF! 1047.89Cost for 145 sqm = a+b+c+d 13793.51Rate per sqm = (a+b+c+d)/145 95.13

say 95.00

b)Providing and laying 12 mm thick mastic asphalt wearing course ontop of deck slab

a) for 6 mm thick 13793.51rate per sqmb) for 12 mm thick mastic asphalt rate per sqm (a)/72.5) 190.26

say 190.00

4.15

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnesper hour using crushed aggregates of specified grading, premixedwith bituminous binder @ 4.5 per cent by weight of total mix andfiller, transporting the hot mix to work site, laying with a hydrostaticpaver finisher with sensor control to the required grade, level andalignment, rolling with smooth wheeled, vibratory and tandem rollersto achieve the desired compaction as per MoRTH specification clauseNo. 507 complete in all respects.



day 16.000 120.00 1920.00


Batch mix HMP @ 75 tonne per hour hour 6.000 7150.00 42900.00Paver finisher hydrostatic with sensor control @ 75 cum per hour hour 6.000 1725.00 10350.00

Generator 250 KVA hour 6.000 1285.00 7710.00Front end loader 1 cum bucket capacity hour 6.000 520.00 3120.00Tipper 10 tonne capacity tonne.km 450 x 3 1.60 2160.00

5



smooth wheeled roller 8-10 tonnes for initial break down rolling. hour 6.00x0.65* 297.00 1158.30

Vibratory roller 8 tonnes for intermediate rolling. hour 6.00x0.65* 994.00 3876.60Finish rolling with 6-8 tonnes smooth wheeled tandem roller. hour 6.00x0.65* 738.00 2878.20

c) Materials Bitumen @ 4.5 per cent of weight of mix tonne 20.250 25426.10 514878.53Aggregate

Add Lead Charges for asphalt for 625 [email protected]/T. 37968.75Total weight of mix = 450 tonnesWeight of bitumen = 19.13 tonnesWeight of aggregate = 450 -19.13 = 430.87 tonnesTaking density of aggregate = 1.5 ton/cumVolume of aggregate = 287.25 cumGrading - II19 mm (Nominal Size)

25 - 10 mm 30 per cent cum 86.160 508.13 43780.4810 - 5 mm 28 per cent cum 80.430 508.13 40868.905 mm and below 40 per cent cum 114.900 508.13 58384.14Filler @ 2 per cent of weight of aggregates. tonne 8.620 480.13 4138.72

d) Contractor's profit @ on (a+b+c) 62965.46Cost for 195 cum = a+b+c+d 839792.27Rate per cum = (a+b+c+d)/195 (For Grading-II) 4306.63

say 4307.00

4.16

Providing and laying bituminous concrete with 100-120 TPH batchtype hot mix plant producing an average output of 75 tonnes per hourusing crushed aggregates of specified grading, premixed withbituminous binder @ 5.5 per cent of mix and filler, transporting thehot mix to work site, laying with a hydrostatic paver finisher withsensor control to the required grade, level and alignment, rolling withsmooth wheeled, vibratory and tandem rollers to achieve the desiredcompaction as per MORTH specification clause No. 509 complete inall respectsUnit = cumTaking output = 191 cum (450 tonnes)a) Labour


day 16.000 120.00 1920.00



Generator 250 KVA hour 6.000 1285.00 7710.00Front end loader 1 cum bucket capacity hour 6.000 520.00 3120.00Tipper 10 tonne capacity tonne.km 450 x 3 1.60 2160.00Smooth wheeled roller 8-10 tonnes for initial break down rolling. hour 6.00x0.65* 297.00 1158.30


c) Materiali) Bitumen@ 5.5 per cent of weight of mix tonne 24.750 25426.10 629295.98

Add Lead Charges for asphalt for 625 [email protected]/T. 44859.38ii) AggregateTotal weight of mix = 450 tonnesWeight of bitumen = 24.75 tonnesWeight of aggregate = 450 -24.75 = 425.25 tonnesTaking density of aggregate = 1.5 ton/cumVolume of aggregate = 285 cum

6



Grading - II-13 mm (Nominal Size)13.2 - 10 mm30 per cent cum 85.500 508.13 43445.1210 - 5 mm 25 per cent cum 71.250 508.13 36204.265 mm and below43 per cent cum 122.550 508.13 62271.33Filler @ 2 per cent of weight of aggregates. tonne 8.620 480.13 4138.72


say 5090.00

b) Providing and laying bituminous concrete with 100-120 TPH batchtype hot mix plant producing an average output of 75 tonnes per hourusing crushed aggregates of specified grading, premixed with (PMB40)Modified bituminous binder @ 5.5 per cent of mix and filler,transporting the hot mix to work site, laying with a hydrostatic paverfinisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achievethe desired compaction as per MORTH specification clause No. 509complete in all respects



day 16.000 120.00 1920.00



Generator 250 KVA hour 6.000 1285.00 7710.00Front end loader 1 cum bucket capacity hour 6.000 520.00 3120.00Tipper 10 tonne capacity tonne.km 450 x 3 1.60 2160.00Smooth wheeled roller 8-10 tonnes for initial break down rolling. hour 6.00x0.65* 297.00 1158.30


c) Materiali) Modified Bitumen@ 5.5 per cent of weight of mix ( PMB 40) tonne 24.750 28959.32 716743.17

Add Lead Charges for asphalt for 625 [email protected]/T. 44859.38ii) AggregateTotal weight of mix = 450 tonnesWeight of bitumen = 24.75 tonnesWeight of aggregate = 450 -24.75 = 425.25 tonnesTaking density of aggregate = 1.5 ton/cumVolume of aggregate = 285 cumGrading - II-13 mm (Nominal Size)



say 5593.00

7



4.17

Providing & fixing discontinuous M25 PCC precast kerb stonesof size600 x 300 x 1200 mm at a spacing of 1200 mm c/c on road sideparallel to the retaining wall of reinforced structure at a distance of1000 mm from the face of retaining wall including transportation,excavation etc. complete with all leads as per specification and asdirected by Engineer.Unit = NosRate of M25 Concrete Cum 0.216 2816.74 608.42Sr.No.4.03Rate Per Nos 608

4.19Providing traffic lane line strips 10 cm wide with approved roadmarking paint in two coats as per specification and as directed byEngineer.a) With hot applied thermoplastic paint Sqm 600 for yellow edge lineAs per DSR 2005-06( Page No.185 Sr.No. 778 ) 30Add Corporation Charges @5% 630Total

b) With hot applied thermoplastic paint 600 for white strips. SqmAs per DSR 2005-06( Page No.185 Sr.No. 778 ) 30Add Corporation Charges @5% 630Total

4.20Providing & fixing in position 100 mm Dia. A.C. pipes as weep holesin Abutments and Return Walls completed in all respect as perspecification and as directed by Engineer.As per DSR 2005-06( Page No.196 Sr.No. 834 ) Nos 57Add Corporation Charges @5% 2.85Total 60

4.21 Providing, fitting and fixing mild steel railing complete as per drawingand Technical SpecificationUnit = 1 RMTaking output = 2 x 50 m span = 100 ma) Material:

1) ISMC 100 = 2.806 x 1.05 = 2.946 MT tonne 2.95 25000.00 73650.002) MS Flat = 0.964 x 1.05 = 1.012 MT tonne 1.01 25000.00 25300.003) MS bars = 0.17 x 1.05 = 0.180 MT tonne 0.18 25000.00 4500.004) MS bolts, nuts and washers tonne 0.15 31500.00 4725.00Add @ 5 per cent of cost of material for painting one shop coat with red oxide primer and three coats of synthetic enamel paint and consumables to safeguard against weathering and corrosion.

5408.75


1081.75


1081.75

b) LabourMate day 2.80 130.00 364.00Mazdoor (Skilled) day 30.00 125.00 3750.00Mazdoor day 40.00 120.00 4800.00

#REF! 12466.13Cost for 100 m steel railing = a+b+c 137127.38Rate per metre (a+b+c)/100 1371.27

say 1371.00

8



4.22Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

Unit = Running meterTaking output = 12 ma) LabourFor carrying, placing & fixing.


b) Material20 mm thick compressible fibre board 12 m long x 25 cm deep. sqm 3.00 945.00 2835.00

Area = 12 x 0.25 = 3 sqmc) Contractor's profit @ input on (a+b) 286.05Cost for 12 m = (a+b+c) 3146.59Rate per m = (a+b+c)/12 262.22

say 262.00

4.23 M30 FACIA PANNEL Using Batching Plant, Transit Mixer Unit = cumTaking output = 120 cuma) Material




tonne.km 300L 6.00 9000.00

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) 2541.00


10669.77


say 2830.00

4.24 Construction of RCC railing of M30 Grade in-situ with 20 mm nominalsize aggregate, true to line and grade, tolerance of vertical RCC postnot to exceed 1 in 500, centre to centre spacing between vertical postnot to exceed 1000 mm, leaving adequate space between verticalpost for expansion, complete as per approved drawings and technicalspecifications.Unit = 1 RMTaking output = 2 x 24 m span = 48 m.a) MaterialUsing Batching Plant, Transit Mixer and Concrete PumpUnit = cumTaking output = 120 cum

9



a) MaterialCement tonne 48.80 3990.00 194712.00Coarse sand cum 54.00 372.99 20141.4620 mm Aggregate cum 64.80 410.53 26602.3710 mm Aggregate cum 43.20 410.53 17734.91


c) MachineryBatching Plant @ 20 cum/hour hour 6.00 1440.00 8640.00Generator 100 KVA hour 6.00 450.00 2700.00Loader hour 6.00 520.00 3120.00Transit Mixer ( capacity 4.0 cu.m )Transit Mixer 4 cum capacity lead upto1 Km hour 15.00 600.00 9000.00Lead beyond 1 Km, L - lead in Kilometer tonne.km 300L 6.00 9000.00


294310.00 2452.58

Cement concreteM30 Grade Refer relevant item of concrete cum 4.250 2452.58 10423.48No. of vertical posts = (12 + 2)2 = 28 Nos., External area of vertical post 0.25x0.275 = 0.069sqm, Concrete in vehicle posts = 0.069 x 28 = 1.932 cum, Hand rail in 3 tiers = 3 x 24 = 72 m, External area = 0.170 x 0.175 = 0.03 sqm, Concrete in hand rails = 0.03 x 72 = 2.16 cum, Total Concrete = 1.932 + 2.16 = 4.092 cum. (Refer MoRTH SD / 202).

Add 12 per cent of above cost for form work. 1250.82HYSD bar reinforcement Rate tonne 0.87 25000.00 21625.00

c) Contractor's profit @ input on (a+b) 25270.70Rate for 48 m (a+b+c) 58570.00Rate per metre (a+b+c)/48 1220.21

say 1220.004.25 Back filling behind abutment, wing wall and return wall complete as

per drawing and Technical Specification Unit = cumTaking output = 10 cumGranular materiala) Labour


b) MaterialGranular material cum 12.00 44.00 528.00

c) MachineryPlate compactor/power rammer hour 2.50 75.00 187.50Water Tanker hour 0.05 200.00 10.00

d) Contractor's profit @ input on (a+b+c) 160.19Cost for 10 cum of granular backfill = a+b+c+d 1762.09Rate per cum = (a+b+c+d)/10 176.21

say 176.004.26 Providing and fixing Neoprene bearing as per standard specification

etc.complete( as per IRC-83 Part-11)As per DSR 2005-06 (Sr.No. 878 Page.No. 206) cu.centi

meter 1.23Add Corporation Charges @ 5% 0.0615Rate per cu.centimeter 1.29

10


Sec 5 Solid Approaches / Reinforced Earth Retaining Wall

5.02 PCC M30 For Facia ElementUsing Batching Plant, Transit Mixer Unit : cumTaking Output = 120 cuma) Material




tonne.km 300L 6.00 9000.00


2539.00


10660.88

#REF! 24049.21cost of 120 cum = a+b+c+d+e 339306.73Rate per cum (a+b+c+d+e )/120 2827.56

say 2828.005.03 M30 FACIA PANNEL





tonne.km 300L 6.00 9000.00


2541.00

d) Formwork @ 3.5 per cent of cost of concrete i.e. cost ofmaterial, labour and machinery

10669.77


say 2830.00


1



Facing elements of RCC M30Unit = sqmTaking output = 75 sqma) Labour


b) MachineryLight crane with lifting capacity upto 3 tonne hour 6.000 230.00 1380.00

c) MaterialPre-cast RCC M-35 facing elements of size as per design and 18 cm thick for 75 sqm. (Refer Item 12.8 (H))

cum 13.500 2830.00 38205.00

HYSD steel @ 5 kg / sqm (Refer Item 12.6) tonnes 0.380 34042.00 12935.96Add 2 per cent of cost of facia pannels, for all necessarytemporary form work, scaffolding and provision of loops/lugsfor lifting of pannels and joining the reinforcing elements.

1022.82

#REF! 195.09Cost for 75 sqm = a+b+c+d 54309.77Rate per sqm = (a+b+c+d)/ 75 724.13

say 724.00With reinforcing elements of synthetic geogridsUnit = sqmTaking output = 300 sqma) Labour


b) MaterialSynthetic Geogrids as per clause 3102.8 and approved design and specifications.

sqm 300.000 300.00 90000.00

Add 10 per cent of the cost of reinforcing elements (synthetic geogrids) for accessories like tie-strips, nuts and bolts and loops/lugs for joining reinforcing elements with the facia pannels, overlaps and other protective elements for synthetic geogrids.

9000.00

#REF! 10014.18Cost of 300 sqm of Synthetic geogrids = a+b+c 110155.98Rate per sqm = (a+b+c)/ 300 367.19

say 367.00Total of 5.03 say 1091.00

5.04 Providing and laying in-situ RCC M-30 grade friction slab /coping beam on top of facia wall concrete, necessaryshuttering, centering, compaction by vibrating, curing, jointsetc.complete in all respect with cast in-situ expansion gap at50 m interval as directed by Engineer and as per specificationand drawing, excluding reinforcement.Using Batching Plant, Transit Mixer and Concrete Pump

Unit = cumTaking output = 120 cuma) Material


b) Labour

2





tonne.km 300L 6.00 9000.00


2541.00

Add for lift 3.5% 26680.50d) Formwork @ 3.5 per cent of cost of concrete i.e. cost ofmaterial, labour and machinery

10669.77

e) Contractor's profit @ input on (a+b+c+d) 26718.15cost of 120 cum = a+b+c+d+e 368919.12Rate per cum (a+b+c+d+e )/120 3074.33

say 3074.00

5.06 / 5.07

Providing earth work in embankment by using mechanicalmeans with approved material obtained from borrow areashaving 4 days soaked CBR equal to or more than 6%, laying inlayers not exceeding 200 mm, breaking clods, dressing to therequired lines, curves grades, and watering to OMC andcompacting to 95% modified proctor density with vibratoryroller having minimum 80 - 100 kN static weight including alllifts and leads etc. complete as directed by Engineer and asper specification.As per DSR 2005-06( Page No.205 Sr.No. 874 ) Cum 45.00Add lead charges for 18 Km 102.00Royalty charges for murrum cum 35.10Rate per cum 182.10Add Corporation Charges @5% 9.11Total 191.00

5.08 Construction of granular sub-base (structural Layer)byproviding close graded Material, mixing in a mechanical mixplant at OMC, carriage of mixed Material to work site,spreading in uniform layers with motor grader on preparedsurface and compacting with vibratory power roller to achievethe desired density, complete as per clause 401 Unit = cumTaking output = 225 cum (450 tonne)a) Labour


b) MachineryElectric generator 125 KVA hour 6.000 450.00 2700.00Water tanker 6 KL capacity 5 km lead with one trip per hour

hour 4.500 200.00 900.00

Front end loader 1 cum bucket capacity hour 6.000 520.00 3120.00Tipper 10 tonne tonne.km 450 1.60 2160.00Motor Grader 110 HP hour 6.000 1545.00 9270.00Vibratory roller 8-10 t hour 6.000 994.00 5964.00

c) MaterialClose graded Granular sub-base Material as per table 400-1

3



For Grading-II Material26.5 mm to 9.5 mm @ 35 per cent cum 100.800 508.13 51219.509.5 mm to 2.36 mm @ 25 per cent cum 72.000 508.13 36585.362.36 mm below @ 40 per cent cum 115.200 480.13 55310.98Cost of water KL 27.000 100.00 2700.00

Rate per cum for grading-II Materiald) Contractor's profit @ input on (a+b) 2537.60Cost for 225 cum = a+b+c+d 173729.44Rate per cum = (a+b+c+d)/225 772.13

say 772.00

5.09 Construction of granular sub-base( drainage layer) byproviding coarse graded material, spreading in uniform layerswith motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting with vibratoryroller to achieve the desired density, complete as per clause401.Unit = cumTaking output = 300 cum a) Labour


b) MachineryMortar Grader 110 HP @ 50 cum per hour hour 6.000 1545.00 9270.00Vibratory roller 8 -10 tonne hour 6.000 994.00 5964.00Water tanker 6 KL capacity hour 3.000 200.00 600.00

c) MaterialFor coarse graded Granular sub-base Materials per table 400-2For Grading-II Material

26.5 mm to 4.75 mm @ 75 per cent cum 288.000 508.13 146341.442.36 mm below @ 25 per cent cum 96.000 480.13 46092.48Cost of water KL 18.000 100.00 1800.00

Rate per cum for grading-II Materiald)Contractor's profit @ input on (a+b) 1709.60Cost for 300 cum = a+b+c+d 213039.52Rate per cum = (a+b+c+d)/300 745.64

say 746.00

5.10 Construction of dry lean cement concrete Sub- base over aprepared sub-grade with coarse and fine aggregateconforming to IS: 383, the size of coarse aggregate notexceeding 25 mm, aggregate cement ratio not to exceed 15:1,aggregate gradation after blending to be as per table 600-1,cement content not to be less than 150 kg/ cum, optimummoisture content to be determined during trial lengthconstruction, concrete strength not to be less than 10 Mpa at 7days, mixed in a batching plant, transported to site, laid with apaver with electronic sensor, compacting with 8-10 tonnesvibratory roller, finishing and curing.Unit = cumTaking output = 450 cum (990 tonne)a) Labour


b) MachineryFront end loader 1 cum bucket capacity hour 6.000 520.00 3120.00

4



Cement concrete batch mix plant @ 75 cum per hour hour 6.000 2000.00 12000.00Electric generator 100 KVA hour 6 450 2700.00Paver with electronic sensor hour 6 1850 11100.00Vibratory roller 8-10 t capacity hour 8.000 994.00 7952.00Water tanker6 KL capacity hour 8.000 200.00 1600.00Tipper tonne.km 990 x 5 1.60 7920.00

Add 10 per cent of cost of carriage to cover cost of loadingand unloading

792.00

c) MaterialCrushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1 @ 0.90 cum/cum of concrete conforming to clause 602.2.4.

cum 405.000 508.13 205792.65

Coarse Sand as per IS: 383 @ 0.45 cum/cum of concrete cum 203.000 372.99 75716.97

Cement @ 150 kg/cum of concrete tonne 67.500 3870.00 261225.00Cost of water KL 48.000 100.00 4800.00

d) Contractor's profit on (a+b+c) 5071.96Cost for 205 cum = a+b+c+d 603326.18Rate per cum = (a+b+c+d)/450 1340.72

say 1341.00

5.13 Construction of un-reinforced, dowel jointed, plain cementconcrete pavement over a prepared sub base with 43 gradecement @ 350 kg per cum, coarse and fine aggregateconforming to IS 383, maximum size of coarse aggregate notexceeding 25 mm, mixed in a batching and mixing plant as perapproved mix design, transported to site, laid with a fixed formor slip form paver, spread, compacted and finished in acontinuous operation including provision of contraction,expansion, construction and longitudinal joints, joint filler,separation membrane, sealant primer, joint sealant, debondingstrip, dowel bar, tie rod, admixtures as approved, curingcompound, finishing to lines and grades as per drawing

Unit = cumTaking output = 1050 cum (2415 tonne)a) Labour


b) MachineryRoad Sweeper @ 1250 sqm per hour hour 2.800 230.00 644.00Front end loader 1 cum bucket capacity hour 18.000 520.00 9360.00Cement concrete batch mix plant @ 175 cum per hour (effective output)

hour 6.000 3500.00 21000.00

Electric generator 250 KVA hour 6.000 1285.00 7710.00Slip form paver with electronic sensor hour 6.000 9500.00 57000.00Water tanker6 KL capacity hour 36.000 200.00 7200.00Transit truck agitator 5 cum capacity. tonne.km 2415x5 1.60 19320.00

Add 10 per cent of cost of carriage to cover cost of loadingand unloading

1932.00

Concrete joint cutting machine . hour 12.00 200.00 2400.00Texturing machine . hour 12.00 50.00 600.00

c) MaterialCrushed stone coarse aggregates of 25mm and 12.5mm nominal size @ 0.90 cum/cum of concrete conforming to clause 602.2.4. .

cum 945 508.13 480182.85

Sand as per IS: 383 and conforming to clause 602.2.4 @ 0.45 cum/cum of concrete

cum 473 372.99 176424.27

5



Cement 43 grade @ 350 kg/cum of concrete Rate tonne 368 3870 1424160.0032 mm mild steel dowel bars of grade S 240 tonne 9.45 25000 236250.0016 mm deformed steel tie bars of grade S 415 tonne 1.17 25000 29250.00Separation Membrane of impermeable plastic sheeting 125 micron thick

sqm 3675 50 183750.00

Pre moulded Joint filler, 25 mm thick for expansion joint. sqm 16.33 8000 130640.00

Joint sealant kg 875 80 70000.00Sealant primer kg 116.67 285 33250.95Plastic sheath,1.25 mm thick for dowel bars sqm 46.67 200 9334.00Curing compound liter 1850 70 129500.00Super plastisizer admixture IS marked as per 9103-1999 @ 0.5 per cent by weight of cement

Kg 2070 80 165600.00

Cost of water KL 216 100 21600.00Add 1 per cent of material for cost of miscellaneous materials like tarpauline, Hessian cloth, metal cap, cotton /compressible sponge and cradle for dowel bars, work bridges for men to approach concrete surface without walking over it, cutting blades and bites, minor equipments like scabbling machine, threads, ropes, guide wires and any other unforeseen items.

30899.42

contrators profit @ 10% 259773.54Cost for 1050cum = a+b+c+d 3514116.03Rate per cum = (a+b+c+d)/1050 3346.78

say 3347.00

Wet Mix Macadam5.16 Providing, laying, spreading and compacting graded stone

aggregate to wet mix macadam specification includingpremixing the Material with water at OMC in mechanical mixplant carriage of mixed Material by tipper to site, laying inuniform layers with paver in sub- base / base course on wellprepared surface and compacting with vibratory roller toachieve the desired density.Unit = cumTaking output = 225 cum (495 tonnes)a) Labour


b) Machinery hourWet mix plant of 75 tonne hourly capacity hour 9.000 1296.00 11664.00Electric generator 125 KVA hour 6.000 450.00 2700.00Front end loader 1 cum capacity hour 6.000 520.00 3120.00Paver finisher hour 6.000 629.00 3774.00Vibratory roller 8 - 10 tonne hour 6x0.65 994.00 3876.60Water tanker 6 KL capacity hour 3.000 200.00 600.00Tipper tonne.km 495 x 3 1.60 2376.00Add 10 per cent of cost of carriage to cover cost of loading and unloading

237.60

c) Material ( Table 400-11)45 mm to 22.4 mm@ 30 per cent cum 89.100 508.13 45274.3822.4 mm to 2.36 mm @ 40 per cent cum 118.800 508.13 60365.842.36 mm to 75 micron@ 30 per cent cum 89.100 480.13 42779.58Cost of water KL 18.000 100.00 1800.00

d) Contractor's profit @ input on (a+b) 2986.06Cost for 225 cum = a+b+c+d 183066.47Rate per cum = (a+b+c+d)/225 813.63

6



say 814.00

Analysis for 1200 mm dia NP4 Pipe5.17 Laying Reinforced Cement Concrete Pipe NP4 /

Prestressed Concrete Pipe on First Class Bedding inSingle Row . Laying Reinforced cement concrete pipe NP4/prestressedconcrete pipe for culverts on first class bedding of granularmaterial in single row including fixing collar with cement mortar1:2 but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapets .

Unit = metreTaking output = 12.5 metres ( 5 pipes of 2.5 m length each)1200 mm diaa) Labour


b) MaterialSand at site cum 0.090 372.99 33.57Cement at site tonne 0.070 3870.00 270.90RCC pipe NP-4/prestressed concrete pipe including collar at site

metre 12.500 9350.00 116875.00

Granular material passing 5-6 mm sieve for class bedding cum 5.000 480.13 2400.65

d) Contractor's profit @ on (a+b+c) 11776.14Cost for 12.5 metres = a+b+c+d 132242.66Rate per metre= (a+b+c+d)/12.5 10579.41

say 10579.00

5.18 Providing and fixing gabion of required section including boxesof size 1.5 m x 1m x 1m or as per shown in approved drawingmade of mechanically woven hexagonal shape wire mesh oftype 10 cm x 12 cm. Edges mechanically salvaged made ofheavily (Zinc+PVC) coated GI wire as per BS 433 mesh wire3.4 mm dia and feed with supplying and providing 20 to 50 Kgweight traps stones and Geotextile including conveying with allleads and lifts and placing at required line,level,slope sectionlaying of geotextile between wall and backfill as perspecification and approved drawing and as directed byEngineer. As per Maharashtra State PWD Coastal Engineering DivisionMumbai (DSR 2005-06) ( Ref: Item.No. Rd 23 Page No. 10)

cum 1426Trap stones cum 258.17Geotextile m2/m3 90Rate per cum 1774.17Add Corporation Charges @ 5% 88.7085Rate per cum 1862.9

say 1863.00

7



5.20 Ground Improvement by removing unsitable soil and backfillingwith murrum with approved material obtained from borrowareas having 4 days soaked CBR equal to or more than 6%,laying in layers not exceeding 200 mm, breaking clods,dressing to the required lines, curves grades, and watering toOMC and compacting to 95% modified proctor density withvibratory roller having minimum 80 - 100 kN static weightincluding all lifts and leads etc. complete as directed byEngineer and as per specification. including Excavation,dewatering etc complete Excavation including dewatering cum 85Backfilling with murrum cum 33Lead charges for murrum 18 Km cum 102.0Royalty charges for murrum cum 35.1Rate per cum 254.1

say 254.00

8


& 5.01




Mazdoor day 3.50 190.00 665.00 Sr.27, Pg-274


70.00




0.95


say 199.00

REVISED RATE ANALYSIS

Sr No Description Unit Quantity Rate Rs Cost Rs Reference

2.03Plain/Reinforced Cement Concrete in OpenFoundation complete as per Drawing andTechnical Specifications.PCC Grade M15 Unit = cumTaking output = 15 cum

a) MaterialCement tonne 4.70 4800.00 22560.00 PG-1Coarse sand (cost+lead 12km+Royalty) cum 6.75 465.65 3143.14 Pg-246 & 277

20 mm Aggregate cum 8.10 740.76 6000.13 Pg-17310 mm Aggregate cum 5.40 740.76 4000.09 Pg-173

b) LabourMate day 0.86 250.00 215.00 Sr.34, Pg-274Mason day 1.50 250.00 375.00 Sr.3, Pg-274Mazdoor day 20.00 190.00 3800.00 Sr.27, Pg-274

c) MachineryConcrete mixer (cap. 0.40/0.28 cum) hour 6.00 180.00 1080.00 Add 20% Generator 63 KVA hour 6.00 288.00 1728.00 in DPR rate


42901.36

d) Add Contractors Overhead @ 25 % on (a+b+c)

10725.34

e) Add. Contractors profit @ 10% 5362.67


say 3933.00

2.08 Providing and laying M30 grade cementconcrete for cast-in-situ piers,abutments,Retaining Wall ,dirt wallandcolumm of staircase etc. as per approveddesign and drawings, with necessarycentering, shuttering with asthetic finishesmixing in mechanised batch mix plant,scaffolding, transporting, placing, compactingby mechanical vibrators, finishing, curing etc.complete excluding reinforcement as directedby Engineer and as per specification.RCC Grade M30 (Pier,Abutment)Using Batching Plant, Transit Mixer Unit ; cumTaking Output = 120 cuma) Material

Cement tonne 48.80 4800.00 234240.00Coarse sand cum 54.00 465.65 25145.1020 mm Aggregate cum 64.80 740.76 48001.0610 mm Aggregate cum 43.20 740.76 32000.70Admixture @ 0.4 % of cement Lit 216.00 80.00 17280.00

Sr No Description Unit Quantity Rate Rs Cost Rs Referenceb) Labour



hour 15.00 720.00 10800.00


tonne.km 300L 7.20 10800.00



Add 3.5 % for extra lift (2 Lifts) 28083.08d) Formwork @ 14 per cent on cost ofconcrete i.e. cost of material, labour andmachinery

56166.16

e) Contractor's overhead @ 25% on (a+b+c+d)

121359.03

cost of 120 cum = a+b+c+d+e 606795.13Rate per cum = (a+b+c+d+e)/120 5056.63add 10% Contractors Profit 505.66Rate per cum 5562.29

say 5562.00

4.11 Providing and fixing in position elastomericStripseal expansion joint for movement of +and - 40 mm as per specification and detaileddrawing including cost of all materials,fixtures, welding, preparing surface forreceiving joints, testing of all materials inapproved laboratory including all leads andlifts etc. complete in deck slab and crashbarrier at the joints as per specification,drawings and as directed by Engineer.(MOST Specifications)

As per DSR 2008-09, Item-801, Pg-214 Rmt 13812.00Add Corporation charges 5% 691.00Sub Total 14503.00Add 16.45% premium as per Work order 2386.00Final Rate per Rmt Rmt 16889.00


& 5.01




Mazdoor day 3.50 190.00 665.00 Sr.27, Pg-274


70.00




0.95


say 199.00

REVISED RATE ANALYSIS

Sr No Description Unit Quantity Rate Rs Cost Rs Reference

2.03Plain/Reinforced Cement Concrete in OpenFoundation complete as per Drawing andTechnical Specifications.PCC Grade M15 Unit = cumTaking output = 15 cum

a) MaterialCement tonne 4.70 4800.00 22560.00 PG-1Coarse sand (cost+lead 12km+Royalty) cum 6.75 465.65 3143.14 Pg-246 & 277

20 mm Aggregate cum 8.10 740.76 6000.13 Pg-17310 mm Aggregate cum 5.40 740.76 4000.09 Pg-173

b) LabourMate day 0.86 250.00 215.00 Sr.34, Pg-274Mason day 1.50 250.00 375.00 Sr.3, Pg-274Mazdoor day 20.00 190.00 3800.00 Sr.27, Pg-274

c) MachineryConcrete mixer (cap. 0.40/0.28 cum) hour 6.00 180.00 1080.00 Add 20% Generator 63 KVA hour 6.00 288.00 1728.00 in DPR rate


42901.36

d) Add Contractors Overhead @ 25 % on (a+b+c)

10725.34

e) Add. Contractors profit @ 10% 5362.67


say 3933.00

2.08 Providing and laying M30 grade cementconcrete for cast-in-situ piers,abutments,Retaining Wall ,dirt wallandcolumm of staircase etc. as per approveddesign and drawings, with necessarycentering, shuttering with asthetic finishesmixing in mechanised batch mix plant,scaffolding, transporting, placing, compactingby mechanical vibrators, finishing, curing etc.complete excluding reinforcement as directedby Engineer and as per specification.RCC Grade M30 (Pier,Abutment)Using Batching Plant, Transit Mixer Unit ; cumTaking Output = 120 cuma) Material

Cement tonne 48.80 4800.00 234240.00Coarse sand cum 54.00 465.65 25145.1020 mm Aggregate cum 64.80 740.76 48001.0610 mm Aggregate cum 43.20 740.76 32000.70Admixture @ 0.4 % of cement Lit 216.00 80.00 17280.00

Sr No Description Unit Quantity Rate Rs Cost Rs Referenceb) Labour



hour 15.00 720.00 10800.00


tonne.km 300L 7.20 10800.00



Add 3.5 % for extra lift (2 Lifts) 28083.08d) Formwork @ 14 per cent on cost ofconcrete i.e. cost of material, labour andmachinery

56166.16

e) Contractor's overhead @ 25% on (a+b+c+d)

121359.03

cost of 120 cum = a+b+c+d+e 606795.13Rate per cum = (a+b+c+d+e)/120 5056.63add 10% Contractors Profit 505.66Rate per cum 5562.29

say 5562.00

4.11 Providing and fixing in position elastomericStripseal expansion joint for movement of +and - 40 mm as per specification and detaileddrawing including cost of all materials,fixtures, welding, preparing surface forreceiving joints, testing of all materials inapproved laboratory including all leads andlifts etc. complete in deck slab and crashbarrier at the joints as per specification,drawings and as directed by Engineer.(MOST Specifications)

As per DSR 2008-09, Item-801, Pg-214 Rmt 13812.00Add Corporation charges 5% 691.00Sub Total 14503.00Add 16.45% premium as per Work order 2386.00Final Rate per Rmt Rmt 16889.00

Sr NoRef. to MoRTH Spec.

BOQ NO. Description Unit Quantity Rate Rs Cost Rs

2.06 Providing and laying 600 mm thick filter media behindabutment as per detailed drawing & specificationscomplete.

Unit Quantity Rate Rs Cost Rs

Unit = cum

Taking output = 10 cum.

a) Labour

Mate day 0.32 250.00 80.00

Mazdoor for filling, watering, ramming etc. day 7.00 190.00 1330.00


b) Material


cum 12.00 740.82 8889.84

c) Machinery

Water Tanker of 6 KL capacity hour 0.06 200.00 12.00


cost for 10 cum of Fiter Media = a+b+c+d 11557.52

Rate per cum = (a+b+c+d)/10 1155.75

say 1156.00

3.1

High tensile steel wires/strands includingall accessories for stressing, stressingoperations and grouting complete as perdrawing and Technical Specifications

Unit Qty Rate Amount Remark

Unit = 1 MTTaking output = 0.456 MT

Details of cost for 19T13 strand 30 m long cable (weight = 0.7 MT)

30.00 19.00 5.00

a) Material

H.T. Strand @ 14.92 kg/m including 5 per cent for wastage and extra length

tonne 0.46 65465.40 30375.95 As per Invoices

Sheathing duct ID 90 mm along with 5 per cent extra length 30 x 1.05 = 31.5

metre 31.50 167.44 5274.36 As per Invoices

Tube anchorage set complete with bearing plate, permanent wedges etc

each 2.00 3088.80 6177.60 As per Invoices

Cement for grouting including 3 per cent wastage @ 3.5 kg/m = 3.5 x 1.03 x 30=

tonne 0.110 5040.00 554.40 As per DSR 07-08

Add 0.50 per cent cost of material for Spacers, Insulation tape and

2119.12

b) Labour

i) For making and fixing cables,anchorages

Mate day 0.16 157.50 25.20

Blacksmith day 1.00 190.58 190.58

Mazdoor day 3.00 127.16 381.47

ii) For prestressing

Mate/Supervisor day 0.05 157.50 7.88

Prestressing operator / Fitter day 0.25 225.23 56.31

Mazdoor day 1.00 127.16 127.16

iii) For grouting

Mate/Supervisor day 0.05 157.50 7.88

Mason day 0.25 248.85 62.21

Mazdoor day 1.00 127.16 127.16

c) Machinery

Stressing jack with pump hour 3.95 99.60 393.42

Grouting pump with agitator hour 1.58 60.00 94.80

Generator 33 KVA. hour 5.53 288.00 1592.64

Total (a+b+c) 47568.10

Add Overhead & Corporation Charges 25 %

59460.12

Add Contractors Profit 10 % 4756.81

Rate per MT (a+b+c/0.456) 140826.61

Say 140827.00

As per DSR 07-08

As per DSR 07-08

As per DSR 07-08

As per Std Data book with 20 %

escalation

ROB : Revised Rate Analsis for HT strands

Sr.No. Description of work Unit Rate 1 2 4 5

1

Providing Designer finish to concrete surface including Roughening the existing surface by grinder, etc. complete as directed by Engineer-in-charge.

a) Cost of designer finish to concrete surface Sq.M. 300.00

b) Roughening the existing surface by grinding Sq.M. 30.00

c) Contractors Over head charges 25% 82.50

Total (a+b+c) 412.50

Fiinal Rate per Sq.M. Sq.M. 412.50

Name of Work:- Construction of Railway Over Bridge at Hingoli gate, Nanded under JNNURM Package-3B

Rate Analsis for Designer Finishing Plaster

RATE ANALYSIS FOR POT/ PTFE BEARINGS FOR PACKAGE-3BSR. NO. 13.16

2000 & 2200

1] Considering a Pot bearing assembly of 152 tonne capacity forthis analysis.a) Labour



b) MaterialPot type bearing assembly consisting of a metal piston supported by a disc, PTFE pads providing sliding surfaces against stainless steel mating together with cast steel assemblies/fabricated structural steel assemblies duly painted with all components as per clause 2006 and complete as per drawings and Technical Specifications.

each. 1.00 17200.00


207.85

Total 20992.76Total of (b) 20992.76


5315.35






each. 1.00 22800.00


274.16

Total 27690.59

Total of (b) 27690.59


6989.81


Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc orunreinforced elastomer confined within a metal cylinder, sealingrings, dust seals, PTFE surface sliding against stainless steelmating surface, complete assembly to be of cast steel/fabricatedstructural steel, metal and elastomer elements to be as per IRC: 83part-I & II respectively and other parts conforming to BS: 5400,section 9.1 & 9.2 and clause 2006 of MoRTH Specifications completeas per drawing and approved Technical Specifications.

FOR SPAN 24.5 M




e) cost for 152 tonnes capacity bearing = a+b+c+d 38443.96





each. 1.00 19900.00

Transportation charges as per bill submitted by contractor each. 416.67Excise duty 14.42% 2869.58VAT 4% 796.00Total 23982.25 23982.25Add 1 per cent of cost of bearing assembly for foundation 239.82Total 24222.07

Total of (b) 24222.07


6122.68






each. 1.00 18700.00


225.61

Total 22786.82

Total of (b) 22786.82


5763.87








each. 1.00 17200.00


207.85

Total 20992.76

Total of (b) 20992.76


5315.35






each. 1.00 22800.00


274.16

Total 27690.59

Total of (b) 27690.59


6989.81


FOR SPAN 22.6 MFIXED POT BEARING TYPE-1


3] Considering a Pot bearing assembly of 143tonne capacity forthis analysis.a) Labour




each. 1.00 19900.00


239.82

Total 24222.07

Total of (b) 24222.07


6122.68






each. 1.00 18700.00


225.61

Total 22786.82

Total of (b) 22786.82


5763.87




FOR SPAN 42.5 M1] Considering a Pot bearing assembly of 232 tonne capacity for

this analysis.SPAN 42.5 M




each. 1.00 29400.00


352.32

Total 35584.47

Total of (b) 35584.47


8963.28


2] Considering a Pot bearing assembly of 232 tonne capacity forthis analysis.

SPAN 42.5 M




each. 1.00 38500.00


460.08

Total 46468.45

Total of (b) 46468.45


11684.28




3] Considering a Pot bearing assembly of 209 tonne capacity forthis analysis.

SPAN 42.5 M




each. 1.00 33400.00


399.69

Total 40368.64

Total of (b) 40368.64


10159.32


4] Considering a Pot bearing assembly of 209tonne capacity forthis analysis.

SPAN 42.5 M




each. 1.00 32700.00


391.40

Total 39531.41

Total of (b) 39531.41


9950.02




Item No.

MORTH Spesificatio


3.02 1500, PSC Grade M-45 Precast Girder1600,& 1700 Providing and laying controlled cement concrete of M-45 grade in post- tensioned

precast 'I' girders including necessary casting yard, casting trough, centring, formwork, mixing by using admixture in mechanised batch mix plant, transporting, placing, compacting by mechanical vibrators, finishing, curing etc. complete including inserts, if any , epoxy mortar filling, lifting, shifting, transporting I girders to the actual pier location and erecting in correct alignment on temporary beraings over the pier caps etc. complete as directed by Engineer and as per specification, excluding reinforcement and HTS strand.


A) Material


A 412796.16

B) Labour


B 3900.80



C 42300.00

(A+B+C) 458996.96



Hingoli Gate ROB Rate Analysis

PSC Precast 'I' Girder, M-45

E) For formwork and staging add the following:For T bem & slab including launching of precast girders by launching truss upto 40 m span, 21-31% of cost of concreteHeight above 10 m - 31% (MORTH P.No. - 486)Deduct for launching & since the repitiation/ reuse of formwork instead of 31%, 65158.07assume 15%,


Per Girder 25 cum ( PWD Region Aurangabad sanctioned rate for Shivaji Nagrar ROB)1) Labouri) 12 Khalasi 4 hrs each Day 6 165 990.00ii) Mate Day 1 195 195.00

1185.002) Machineryi) Crane 80 tonne and above capacity Day (8Hrs.) 2 25000 50000.00(4 nos. 4 hr each)ii) Truck Trailer 30 tonne capacity hr 1 10000 10000.00(Ref:P&M- 89, Rs.10000/hr) 60000.00


Cost of lifting for 120 cum= 120*61185 = 293688 F 293688.0025

(D+E+F) 793233.17



Rate per cum 1090695.60/120=9089.13 9089.13

Item No.

MORTH Spesificatio


3.04 1500, RCC grade M-45 (Deck slab & diaphragm)1600,& 1700 Providing and laying controlled in-situ cement concrete of M-45 grade in RCC

deck slab and diaphragm including necessary scaffolding, centring, formwork, mixing by using admixture in mechanised batch mix plant, transporting, placing, compacting by mechanical vibrators,finishing and curing etc. complete as per specification and as directed by Engineer, excluding reinforcement


A) Material


A 412796.16

B) Labour


B 3900.80


Batching plant @20 cum/hr (Rs. 1440*1.25=1800) hour 6.00 1800.00 10800.00Generator 100 KVA (Rs. 450*1.25=562.50) hour 6.00 562.50 3375.00Loader (Rs. 520*1.25=650) hour 6.00 650.00 3900.00Transit Mixer 4 cum capacity lead up to 1 km (Rs. 600*1.25=750) hour 15.00 750.00 11250.00Lead beyond 1 km & up to 5 km, 300*L tonne.Km 1500.00 7.50 11250.00(300*5= 1500, 6*1.25=7.5)Telescopic crane (Rs. 230*1.25=287.50) hour 6.00 287.50 1725.00Concrete Pump (Rs. 165*1.25=206.25) hour 6.00 206.25 1237.50Truck Trailer 30 tonne capacity hr 2 10000 20000.00(Ref: P&M- 89, Rs.10000/hr)

C 63537.50

(A+B+C) 480234.46




RCC Deck slab & diaphragm, M-45

Height upto 10m

E) Formwork & staging @ 21% on (D) height upto 10 m 95681.17(MORTH P.No. - 486)

(D+E) 551305.77

Add overhead charges including corporation charges 25% on (D+E) 137826.44689132.21



Item No.

MORTH Spesificatio

n No. Description unit Quantity Rate Rs. Cost Rs.

3.05 1500, PSC grade M-45 (Box Girder)1600,& 1700 Providing and laying controlled in-situ cement concrete of M-45 grade in Box

Girders including necessary centring, formwork, mixing by using admixture in mechanised batch mix plant, transporting, placing, compacting by mechanical vibrators, post threading of cables, finishing and curing etc. complete inclduing inserts if any, epoxy mortar filling in anchorages etc.complete as directed by Engineer and as per specification, excluding reinforcementand HTS strands


A) Material


A 412796.16

B) LabourMate (PWD DSR 07-08, P. No. 289, sr. no. 18) Day 0.94 195.00 183.30Mason (PWD DSR 07-08, P. No. 289, sr. no. 04) Day 3.50 205.00 717.50Mazdoor (PWD DSR 07-08, P. No. 289, sr. no. 20) Day 20.00 150.00 3000.00

B 3900.80


Batching plant @20 cum/hr (Rs. 1440*1.25=1800) hour 6.00 1800.00 10800.00Generator 100 KVA (Rs. 450*1.25=562.50) hour 6.00 562.50 3375.00Loader (Rs. 520*1.25=650) hour 6.00 650.00 3900.00Transit Mixer 4 cum capacity lead up to 1 km (Rs. 600*1.25=750) hour 15.00 750.00 11250.00Lead beyond 1 km & up to 5 km, 300*L tonne.Km 1500.00 7.50 11250.00(300*5= 1500, 6*1.25=7.5)Telescopic crane (Rs. 230*1.25=287.50) hour 6.00 287.50 1725.00Concrete Pump (Rs. 165*1.25=206.25) hour 6.00 206.25 1237.50

C 43537.50

(A+B+C) 460234.46




PSC Box Girder, M-45

E) For Formwork @ 46% on D 200387.316for formwork as per MORTH, for height 5m - 10m @46% P.No. 486

F) Staging (shuttering support system)As per design approved for staging by consultant structural steel required =60 MT

Cost of transportation,fabrication,erection, welding, bracing, de-erection with pedestalto support trussle with 5% waistage= Rs. 42900/- per MT(as per PWD DSR 07-08, item no. 20, BDC-2, Page no.13)Total amount of structural steel required = 60MT * Rs 42900 per MT = Rs. 2574000)This is considered to be used 10 times, for one time use = Rs. 257400Quantity of one Box Girder = 151.5 cum (As per revised BOQ)cost per cum = 257400/151.5 = Rs. 1699 per cumCost of staging for 120 cum 203881.18

(D+E+F) 839893.10



Rate per cum 1154853.01/120=9623.78 9623.78

Item No.

MORTH Spesificatio


2.04 1100, RCC M-35 pile 1200 mm dia1200,1500, Providing and casting in-situ controlled cement concrete M-35 for RCC bored & 1700 pile including Pile Boring, necessary dewatring, formwork, mixing in mechanised

batch mix plant, transporting, compacting, vibrating, curing and finishing including all leads & lifts including chipping and dressing of the RCC piles up to cut-off level (min 1D) including cleaning of reinforecement and removal of dismental materials (excluding reinforcement) complete as per detailed specifications. Note :10% additional cement to be added over and above the quantities required as per designs

Using batching plant, transit mixer and craneUnit = 1 cumTaking Output= 120 cum

A) Material

Cement (60 MT and add 10% extra for pile) tonne 66.00 4800.00 316800.00Coarse Sand ( with lead 12 km) cum 54.00 431.12 23280.4820 mm aggregate (with lead 18 km) cum 64.80 631.96 40951.0110 mm aggregate (with lead 18 km) cum 43.20 601.96 26004.67Admixture @ 0.4 % of cement Kg 264.00 80.00 21120.00

A 428156.16

B) Labour


B 3486.60



arrangement for under water concreting with tremie pipe. (A+B) 5% 21582.14

C 63882.14

A+B+C 495524.90



Add overhead charges 25% including corporation charges on (D) 117728.76588643.80

Add 10% contractor Profit 58864.38647508.18

Rate per cum 647508.18/120=5395.90 5395.90


RCC Pile 1200 mm dia, M-35

Pile Boring: 1200 mm dia pile

Board cast-in-situ M-35 grade RCC Pile excluding reinforecmentcomplete as per drawing and technical specification and removalof excavated earth with all lifts and lead up to 5000 m

Pile diameter -1200 mmUnit= 1 meterTaking output = 9 m

A) Materials

RCC Grade M-35 cum 10.18 5395.90 54930.26Concrete to be casted with a tremie pipe 200 mm dia

B) Machinery (for boring and construction)(Add 25% on DPR rate considering the cost escalation since the base year from 2001-02.MORTH Chapter No. 17, Page No. 555 to 558)

i) Hire and running charges of hydralic pilling rig with power unit and complete accessories including shiftingfrom one bore location to another (extra 30%added for embedment in rock) (6 hr *1.3=7.8hr) hour 7.80 4406.25 34368.75(Rs. 3525 *1.25 = Rs.4406.25)ii) Hire and running charges of light crane hour 0.50 287.50 143.75 for lowring reinforecement cage(Rs.230*1.25=Rs.287.50)iii) loader 1 cum bucket capacity hour 0.50 650.00 325.00(Rs. 520 * 1.25 = Rs.650)iv) Shifting pile muck upto 5 km cum 10.18 77.24 786.30Qty=9 m * 1.13 m2=10.18 cumLead charges for 5 km=Rs.106.21 per cumRate: [106.21/(1.1*1.25)]=Rs.77.24 per cumBentonite Kg 0 0 0.00

35623.80Deduct Hire and running charges of Bentonite pump asRate is included in piling rig (Rs. 100*1.25=125) hour 6 125.00 750.00

B 34873.80

C) Labour

Mate/Supervisor Day 0.18 195.00 35.10Mazdoor Day 4.50 150.00 675.00Mazdoor for breaking pile head, Day 1.00 150.00 150.00bending bars, cleaning etc C 860.10

D) Add overhead charges @25% including corporation charges on (B+C) 8933.48E) Add 10% contractor profit on (B+C+D) 4466.74cost for 9 m (A+B+C+D+E) 104064.38

Rate per meter 104064.38/9=11562.71 11562.71

F) Add for extra 1D (1.2 m) concrete above cut-off levelsince pile depth is varying form 15m to 18 m, cost of average anchorage lenth of 1 D is added.considering hydraluic pile rig utilization

Rate of pile= Rs. 11562.71/RMTAdd extra 1 D = 1.2 RMTNo. of piles = 240Quantity of pile=3975/RMT

Rate of extra 1D = 11562.71 * 1.2 * 240 = Rs.837.75 per RMT 837.753975

Rate per RMT= Rs. 11562.71 + Rs. 837.75 = Rs. 12400.46 12400.46

Item No.

MORTH Spesificatio

n No. Description unit Quantity Rate Rs. Cost Rs.

2.08 RCC Grade M-35 (Pier, Abutment)1500,1700, Providing and laying M-35 grade cement concrete for cast in-situ piers, abutments, 2100, retaining wall, dirt wall and column of staircase etc. as per approved design and & 2200 drawings,with necessary centring, shuttering with aesthtic finishes mixing in

mechaniesd batch mix plant, scaffolding, transporting, placing, compacting, by mechanical vibrators, finishing, curing, etc complete excluding reinforecement as directed by Enginer and as per specification.


A) Material


A 331580.16

B) Labour


B 3478.80



C 42300.00

(A+B+C) 377358.96




RCC Pier & Abutment, M-35

Height upto 10 m





671505.43


Item No.

MORTH Spesificatio


2.09 1500, RCC Grade M-35 (Pier caps, Pedestal)1700,2100, Providing and laying in-situ controlled M-35 grade cement concrete for RCC caps & 2200 and pedestal over piers and abutments including necessary scaffolding, formwork

centering, mixing in mechaniesd batch mix plant, transporting, placing, compacting, by mechanical vibrators, finishing and curing, etc complete excluding reinforecement as directed by Engineer and as per specification.


a) Material


A 378236.16

b) Labour


B 3636.60



C 42300.00

(A+B+C) 424172.76




RCC Pier caps & Pedestal, M-35

Height upto 10 m





736775.57


Name of Work:- Construction of Railway Over Bridge at Hingoli gate, Nanded under JNNURM Package-3B

Sanctioned vide:-

Extra Item kRate list No.1 proposed for sanction

Estimate for Extra item of (1) Carrying out load test on any pile a) Initial load test on test pile, b) Routine pile load test on working piles

Sr.No. Description of work Quantity Unit Rate Amount (Rs) Reference Remarks

1 2 3 4 5 6 7 8

1 Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismanteling the cap after test and cleaning the site and maintaining complete records of load settlement as directed by Engineer and as per specification and submission of records.

14,193,841.00

a) Initial load test on test pile specified in drawings in non working areas, in the vicinity of the bridge site, including cost of test pile. 1.2 m dia. Pile

Pile for 2.5 times the design load specified in Drawings

1.2 m Dia Pile = 2 Nos.( Load per Pile = 450t x 2 = 900.0 t) x 2 Nos. No. 1,300,000

Add Service Tax @ 12.36% 160,680 Add Contractors profit @6.099% 79,287

:. RATE = 2 No. 1,539,967 3,079,934

b) Routine pile load test on working piles for 1.5 times the design load specified in the drawing.

Pile for 1.5 times the design load specified in Drawings

1.2 m Dia Pile = 2 Nos.( Load per Pile =600.0 t) x 7 Nos. No. 900,000

Add Service Tax @ 12.36% 111,240

Add Contractors profit @6.099% 54,891 :. RATE = 2 No. 1,066,131 2,132,262

c) Mobilisation and de-mobilisation ofequipment setting up site establishment andinfrastructure for the job duration

LS 2,700,000

Add Service Tax @ 12.36% 333,720

Add Contractors profit @6.099% 164,673 :. RATE = 1 No. 3,198,393 3,198,393

Gross Total Amount = 8,410,589

Rates taken from lowest Quotation from SOILTECH (India) Pvt. Ltd.

Enclosed herewith.

Basic Rate for TMT bar vide letter No.CSR 2007-2008 dated07/03/2008 from Superintending Engineer (PWC)Aurangaabd

39650.00 MT

DSR Lt. No.797(b) Page No.210 39507.00

Deduct basic rate for TMT steel as per DSR 2007-2008 32000.00

Labour rate, Binding wire, Vat and other Taxes 7507.00 7507.00 MT

47157.00 MT

MT

Rate from 07/03/2008 to 04/04/2008 47157.00 MT

Rate for TMT steel from 05.04.2008 to onward Basic ratefor TMT bar vide letter No.CSR 2007-2008/1970 dated05/04/2008 from Superintending Engineer (PWC)Aurangabad.

46226.00 MT

DSR Lt. No.797(b) Page No.210 39507.00

Deduct basic rate for TMT steel as per DSR 2007-2008 32000.00

Labour rate, Binding wire, Vat and other Taxes 7507.00 7507.00 MT

53733.00 MT

MT

Rate from 05/04/2008 to onwards 53733.00 MT

RATE FOR TMT STEEL

HYSD 1 Rate analysis

Documents

Sumary of Cost estimate for Hingoli Gate ROB & … 15/DPR-Structure...Sr No. Particular Hingoli gate ROB Godavari River Bridge Total 1 PRELIMINARY WORKS 3532395.425 1547248.20 2 FOUNDATIONS