World Bank BOQ's Updated

Page 1 BOQ Putkha Mongam Road

Head Draftsman A.E.E Executive Engineer

BILL OF QUANTITIES for Upgradation of Putkha to Mongam Road.

P.M.G.S.Y. ( WORLD BANK FUNDED)TRENCHE-1 (Package No: JK03WB02)

Name of Road: Putkha to Mongam District: Baramulla Block: Wagoora

Length:5.7 Kms Cost of Work : Rs.268.97 Lacs

Maintenance Cost : Rs. 18.83 Lacs

S.No Description Of Item Unit Quantity

In figures In Words

A. Pavements:1

Sqm 6562.50

2

Cum 4659.41

3

Cum 1670.06

Rate to be quoted by the Contractor

Amount. In Rupees.

Scarifying Existing Bituminous road Surface to a Depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Granular sub-base course with local material (Table 400.13 )by, mix in place method normal construction of granular sub base by providing local material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method , with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density, complete as per Technical . Specification. Clause 408. Using naturally occurring gravel, including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)

Providing, laying, spreading , by manual means & compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN static roller in stages to proper grade & camber, applying & brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering & compacting to the required density Grading 3rd as per Technical Specification Clause 405 , including cost and carriage of all materials from source to site of work, with all leads, lifts, loading, unloading, stacking and octori. (Finished work to be measured, complete)



4

Sqm 22267.50

5

Cum 1113.38

6

Sqm 22267.50

7

Sqm 22267.50

Providing & applying Low Porosity primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface & spraying primer at the rate of (0.70 – 1.0) Kg/Sqmt. using mechanical means as per Technical Specification Clause 502.,including cost and carriage of material from source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete)

Providing & laying bituminous macadam, 50 mm thick, with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m, laid over a previously prepared surface with paver finisher to the required grade, level & alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504,including cost and carriage of material from source to site of work, with all leads, lifts, loading, unloading and octori. (Finished work to be measured, complete)

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 Kgs per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specifications clause 503.,including cost and carriage of material from source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete)

Providing, laying (by mechanical means) & rolling of Open Graded pre-mix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates, using bitumen (S-90) or emulsion, to required line, grade & level, to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying & rolling with a three wheel 80-100 KN static roller capacity, finished to required level & grades to be followed by seal coat of Type B as per Technical Specification Clause 508, including cost and carriage of material from source to site of work,with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete)



8

Sqm 22267.50

B. Earthen Shoulders:1

Cum 1504.80

2

No. 760.00

C Retaining Wall:1

Cum 428.00

2

Cum 50.00

3

Cum 866.00

Providing and laying of Seal Coat by mechanical means sealing the voids in a bituminous surface laid to the specified levels,grade and cross fall using Type B , bitumen (S-90) as Technical Specification Clause 510, including cost and carriage of material from source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete)

Construction of sub grade and earthen shoulders with approved material obtained from barrow pits with all lifts and leads , transporting to site , spreading , grading to required slope and compacted to meet requirement of table 300.20. With lead upto 1000m as per technical specifications clause.303.1.including cost and carriage of material from approved source to site of work, with loading, unloading and octori. (Finished work to be measured, complete)

Providing fixing of empty Tar barrels for side protection / road side beautification including filling of earth inside barrels applying lime chat on the out side periphery of drum and fixing of plants inside the drums.(Complete Job) as per direction of Engineer Incharge at site.

Earth work in excavation in ordinary soil for foundation of structures upto 3m depth as per drawing and technical specifications clause 305.1.including setting out , construction of shoring and bracing , removal of stumps and other deleterious matter , dressing of sides and bottom and back filling in trenches with excavated suitable material .

Providing concrete for plain / reinforced concrete in open M-10 grade in leveling course (PCC grade M-10). Including cost of form work, and, cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)

Random rubble masonry in cement mortar 1:6 mix for sub structure complete as per drawing and technical specification clauses 702,704,1202 and 1204.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)



4

Cum 470.00

5

RM 400.00

6

Sqm 800.00

Random rubble masonry in dry, for sub structure complete as per drawing and technical specification clauses 702,704,1202 and 1204, including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc.complete as per drawing and technical specification clauses 615,710,and 1204.3.11. Including cost of form work, and cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete)

Pointing on stone work with cement mortar 1:3 mix. As per drawing and technical specification Clauses 613.3 and 1204. including, cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete)



D Hume pipe Culverts 1000mm dia.1

Cum 1092.38

2

Cum 102.60

3

Cum 190.80

4

RM 90.00

5

Sqm 238.50

6

S

a) 1000 mm dia RM 135.00


Providing concrete for plain / reinforced concrete in open grade M-10 (1:3:6 mix) grade in leveling course (PCC grade M-10). Including cost of form work, and, cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)




Providing and laying of reinforced cement concrete pipes NP-3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation ,protection works, backfilling, concrete masonry work in head walls and parapets as per clause 1106.but including cost and carriage of pipes from approved source to site of work, with all leads, lifts, handling rehandling, loading unloading and octori.(Finished work to be measured, complete.)



7

Cum 270.00

E Cement Concrete Drain:1

Cum 6298.50

2

Cum 42.50

3

Cum 67.50

F Road Furniture:1

No 2.00

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (Sandy material), including, cost and carriage of material from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)



Providing concrete for plain / reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802,803,1202,1203. (PCC grade M-15 Nominal mix 1:2.5:5 ), Including cost of form work, and, cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.) .

Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specification and drawing.Three MS plates of 1.6mm thick , top and middle plate duly welded with MS flat iron 25mmx5mm size on edges The lower plate will be welded with MS angle iron frame of 25x25x5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded o 2 No. 75x75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450x450x600 mm , 600mm below ground level. the topmost diamond plate will be welded to middle plate by 47x47 mm of SWG steel plate tube .All MS will be stove enameled on both sides. Lettering and printing arrows border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint, as per drawing Clause 1701 and annexure 1700.1. (Fig No.2 ).



2

No 6.00

3

No 600.00

4

No 7.00

5

No 114.00

6

No 600.00

7

No 2.00

G

Ist year 2nd Year 3rd year 4th. Year 5th Year.

1

2

3

4

5

6

7

Providing and fixing of PMGSY Logo Boards complete as per required specification. Fig. No.1)

Construction of reference pillars as per figure 1600.1(b) as per Drawings and Technical specification clause 1602.1

Reinforced cement concrete M-15 grade kilometer stones / local stone of standard design as per IRC : 8 fixing in position including painting and printing , etc.as per B68rawing and technical specification Clause 1703. (Ordinary Kilometer stone: precast)

Reinforced cement concrete M-15 grade Boundary Pillars / local stone of standard design as per IRC : 25 fixing in position including painting and printing , etc.as per B68rawing and technical specification Clause 1704.

Construction of back pillars as per figure 1600.1(c) as per Drawings and Technical specification clause 1602.3

Providing and fixing of Citizen Information Board as per drawing and detail of PMGSY (Fig 3 "A")

Routine maintenance after completion of construction works, for five years.

Contractor to quote lump sum rate / amount for each year

Description of item with brief specification and reference to MOST / IRC Specification.

Removal of slips from road surface and its disposal

Maintenance of bitumen surface road and/or gravel road and/ or WBM road including filling of pot holes and patch repairs etc. as per clause 1904,1905 and 1906 of the specification.

Making up of Berms / shoulders , stooring excess soil from the shoulder surface to achieve the required level as per clause 1903. of the specification.

Restoration of berms,/ restoration of rain cuts with soil mooram gravel etc as per clause 1902 of the specification.

White washing guard stones , refixing displaced guard stones , clearance of CD works and white wash parapets of CD works as per clause 1911 of the specification

White washing and geroo painting of trunks of trees cutting of branches of trees, clearing of wild seasonal growth on berms etc. as per clause 1914 of the specification.

Maintenance of drains as per clause 1907 of the specification.



8

9

10

11

TOTAL AMOUNT FOR FIVE YEARS. (In Figures.)

(In Words.)

TOTAL BID PRICE:- (In Figures.)

(In Words.)

Head Draftsman AEE Executive Engineer

PMGSY Division

Baramulla

Maintenance of culverts and cause ways as per clause 1908 and 1909 of the specification.

Maintenance of road signs as per clause 1910 of the specification.

Maintenance of kilometer stones as per clause 1912 of the specification.

Clearance of snow and providing adequate passing places at the rate of four passes per kilometer.

Signature of the Firm/Contractor

Page 9 BOQ Sopore Mazbug Road


BILL OF QUANTITIES for Upgradation of Sopore to Mazbug Road.P.M.G.S.Y. ( WORLD BANK FUNDED)

TRENCHE-1 (Package No: JK03WB03)Name of Road: Sopore Mazbug District: Baramulla Block: Rohama/Sopore

Length:5.00 Kms Cost of Work : Rs.318.34 LacsMaintenance Cost : Rs. 22.28 Lacs

S.No Description Of Item Unit QuantityIn figures In Words

A Earthen Shoulders:1

Cum 9132.09

2

No. 667.00

B Pavements:1

Sqm 12000.00

2

Cum 3962.50


Amount. In Rupees.

Construction of sub grade and earthen shoulders with approved material obtained from barrow pits with all lifts and leads , transporting to site , spreading , grading to required slope and compacted to meet requirement of table 300.20. With lead upto 1000m as per technical specifications clause.303.1.including cost and carriage of material from approved source to site of work, with loading, unloading and octori. (Finished work to be measured, complete)

Providing fixing of empty Tar barrels for side protection / road side beautification including filling of earth inside barrels applying lime chat on the out side periphery of drum and fixing of Cyprus plants inside the drums. Complete Job) as per direction of Engineer Incharge at site.

Scarifying Existing Bituminous road Surface to a Depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Granular sub-base course with local material (Table 400.13 )by, mix in place method normal construction of granular sub base by providing local material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method , with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density, complete as per Technical . Specification. Clause 408. Using naturally occurring gravel, including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete .)



3

Cum 2062.50

4

Cum 2062.50

5

Sqm 27500.00

Providing, laying, spreading , by manual means & compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN static roller in stages to proper grade & camber, applying & brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering & compacting to the required density Grading 2nd as per Technical Specification Clause 405,including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori. (Finished work to be measured complete).

Providing, laying, spreading , by manual means & compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN static roller in stages to proper grade & camber, applying & brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering & compacting to the required density Grading 3rd as per Technical Specification Clause 405 , including cost and carriage of all materials from source to site of work, with all leads, lifts, loading, unloading, stacking and octori. (Finished work to be measured, complete.)

Providing & applying Low Porosity primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface & spraying primer at the rate of (0.70 – 1.0) Kg/Sqmt. using mechanical means as per Technical Specification Clause 502.,including cost and carriage of material from source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete .)



6

Cum 1375.00

7

Sqm 27500.00

8

Sqm 27500.00

9

Sqm 27500.00

C Cement Concrete Drain:

Providing & laying bituminous macadam, 50 mm thick, with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m, laid over a previously prepared surface with paver finisher to the required grade, level & alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504,including cost and carriage of material from source to site of work, with all leads, lifts, loading, unloading and octori. (Finished work to be measured, complete.) .

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 Kgs per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specifications clause 503.,including cost and carriage of material from source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete.)

Providing, laying (by mechanical means) & rolling of Open Graded pre-mix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates, using bitumen (S-90) or emulsion, to required line, grade & level, to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying & rolling with a three wheel 80-100 KN static roller capacity, finished to required level & grades to be followed by seal coat of Type B as per Technical Specification Clause 508, including cost and carriage of material from source to site of work,with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete.) .

Providing and laying of Seal Coat by mechanical means sealing the voids in a bituminous surface laid to the specified levels,grade and cross fall using Type B , bitumen (S-90) as Technical Specification Clause 510, including cost and carriage of material from source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete.)



1

Cum 5525.00

2

Cum 97.75

3

Cum 155.25

D

1

Cum 290.13

2

Cum 33.24

3

Cum 266.07

Earth work in excavation in ordinary soil for foundation of structures upto 3m depth as per drawing and technical specifications clause 305.1.including setting out , construction of shoring and bracing , removal of stumps and other deleterious matter , dressing of sides and bottom and back filling in trenches with excavated suitable material.



3 Mtr. SPAN RCC DECKED CULVERT: ( 3 No.)Earth work in excavation in ordinary soil for foundation of structures upto 3m depth as per drawing and technical specifications clause 305.1.including setting out , construction of shoring and bracing , removal of stumps and other deleterious matter , dressing of sides and bottom and back filling in trenches with excavated suitable material.

Providing concrete for plain / reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802,803,1202,1203. (PCC grade M-15 Nominal mix 1:2.5:5 ), Including cost of form work, and, cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc.complete as per drawing and technical specification clauses 615,710,and 1204.3.11. Including cost of form work, and cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)



4

Cum 55.11

5

MT 5.31

6

Cum 101.25

7

Cum 99.90

8

Cum 27.00

Plain / reinforced cement concrete in substructure for height upto 5m , complete as per drawings and technical specifications Clause 802,804,805,806,807,1202,1243. (RCC grade M-25 , Including cost of form work. and, cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)

Supply fitting and placing HYSD reinforcement (Fe 415) in substructure complete as per drawing and technical specification Clause 1002,1005,1010 and 1202, including, cost and carriage of all materials from source to site of work,with all leads, lifts,handling remanding, loading unloading and octori.(Finished work to be measured, complete.)

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (Sandy material), including, cost and carriage of material from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (Granular material), including, cost and carriage of material from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)

P/L of filter media with granular crushed agg. as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall, to the full height , compacted to the firm condition complete as per drawings and technical specification Clause 1204.3.8. including, cost and carriage of material from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)



9

RM 54.00

10

No. 6.00

11

No. 12.00

12

Cum 50.61

13

Cum 16.20

E Pipe Culverts 1000mm dia. ( 8 No. )

1

Cum 491.68

Const. of RCC railing of M-25 grade in cast in situ with 20 mm nominal size aggregate, true to the line and grade , tolerance of vertical railing post not to exceed 1 in 500 , centre- to - centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specification Clause 800,900 and 1208.3,including cost of form work with cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)

Dewatering of foundation trenches as per requirement and directions of engineer Incharge at site complete job.

P/F of end pillars 400x400x600 mm size complete job as per drawings and technical specification , relevant clause, including, cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete)

Dismantling rubble stone masonry in cement mortar, of existing structures like culverts bridges retaining walls and other structure comprising of stone masonry incl.disposal of unserviceable material and stacking the serviceable material .with all leads and lifts upto 1000mtrs.

Dismantling reinforced cement concrete of existing damaged structure culverts, bridges retaining walls and other structures comprising of masonry ,cement concrete, 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 a lead upto 1000mtrs as per technical specifications clause202 .




2

Cum 21.68

3

Cum 195.84

4

Cum 50.08

5

Cum 80.64

6

RM 60.00

Plain / reinforced cement concrete in substructure for height upto 5m , complete as per drawings and technical specifications Clause 802,804,805 ,806,807,1202,1243. (PCC grade M-15 Nominal mix 1:2.5:5 ) Including cost of form work , and, cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)


Plain / reinforced cement concrete in substructure for height upto 5m , complete as per drawings and technical specifications Clause 802,804,805,806,807,1202,1243. (PCC grade M-20 Nominal mix 1:2.4) Including cost of form work. and, cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (Boulder Pitching), including, cost and carriage of material from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)




7

RM 39.68

8

Sqm 59.52

F Retaining Wall:1

Cum 61.61

2

Cum 15.4

3

Cum 113.43

4

Cum 75.64









5

Cum 66.01

5

Cum 92.41

6

RM 147

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (Granular material), including, cost and carriage of material from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)

P/L of filter media with granular crushed agg. as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall, to the full height , compacted to the firm condition complete as per drawings and technical specification Clause 1204.3.8. including, cost and carriage of material from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)




G Road Furniture:1

No 2.00

2

No 5.00

3

No 500.00

4

No 6.00

5

No 97.00

6

No 500.00

7

No 2.00

H

2nd Year 3rd year 4th. Year 5th Year.

1


Providing and fixing of PMGSY Logo Boards complete as per required specification.(Fig. No.1)

Construction of reference pillars as per figure 1600.1(b) as per Drawings and Technical specification clause 1602.1

Reinforced cement concrete M-15 grade kilometer stones / local stone of standard design as per IRC : 8 fixing in position including painting and printing , etc.as per B68rawing and technical specification Clause 1703. (Ordinary Kilometer stone: precast)

Reinforced cement concrete M-15 grade Boundary Pillars / local stone of standard design as per IRC : 25 fixing in position including painting and printing , etc.as per B68rawing and technical specification Clause 1704.

Construction of back pillars as per figure 1600.1(c) as per Drawings and Technical specification clause 1602.3

Providing and fixing of Citizen Information Board as per drawing and detail of PMGSY (Fig 3 "A")




Ist year




2

3

4

5

6

7

8

9

10

11


(In Words.)


(In Words.)


Head Draftsman

A.E.E Executive Engineer

PMGSY Division

Baramulla











Page 20 BOQ Hajin Ajas'B'Road


BILL OF QUANTITIES for Upgradation of road from Hajin to Ajas "B".P.M.G.S.Y. ( WORLD BANK FUNDED)TRENCHE-1 (Package No:- JK03WB04)

Name of Road: Hajin to Ajas 'B' District: Bandipora Block: HajinLength: 7.22 Kms Cost of Work : Rs. 348.95 Lacs

Maintenance Cost : Rs. 24.43 Lacs

S.No Description Of Item Unit Quantity

In figures In Words

A Earth work and subgrade preparation:

1

Cum 1235.55

2

Cum 988.44

3

Cum 7246.34

B Pavements:

1

Cum 520.00


Amount. In Rupees.

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankments upto a distance of 100m including trimming bottom and side slopes in accordance with requirement of lines grades and cross sections.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300.1 and 300.2 as per technical specification Clause 301.5.

Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m transporting to site spreading, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 with a lead upto 1000m as per technical specification Clause 301.5.including cost and carriage of material from approved source to site of work, with loading, unloading and octori. (Finished work to be measured, complete .)

Providing, laying, spreading , by manual means & compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN static roller in stages to proper grade & camber, applying & brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering & compacting to the required density Grading 2nd as per Technical Specification Clause 405,including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori. (Finished work to be measured complete).



2

Cum 2115.91

3

Sqm 28212.15

4

Cum 1410.61

5

Sqm 28212.15

Providing, laying, spreading , by manual means & compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN static roller in stages to proper grade & camber, applying & brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering & compacting to the required density Grading 3rd as per Technical Specification Clause 405 , including cost and carriage of all materials from source to site of work, with all leads, lifts, loading, unloading, stacking and octori. (Finished work to be measured, complete.)






6

Sqm 28212.15

7

Sqm 28212.15

C Earthen Shoulders:1

Cum 2779.70

D Cement Concrete Drain: (1000 M)1

Cum 503.75

2

Cum 77.50



Construction of sub grade and earthen shoulders with approved material obtained from barrow pits with all lifts and leads , transporting to site , spreading , grading to required slope and compacted to meet requirement of table 300.20.with lead up to 1000m as per technical specification clause.303.1,including cost and carriage of material from approved source to site of work, with loading, unloading and octori. (Finished work to be measured, complete.)





3

Cum 198.75

E Retaining Wall:(620 Mtr.)1

Cum 694.40

2

Cum 86.80

3

Cum 767.80

4

Cum 450.68

5

Cum 669.60






Sand filling in foundation trenches as per drawing and technical specification Clause305.3.9 , including cost and carriage of materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)



6

RM 620.00

F

1

Cum 791.20

2

Cum 12.60

3

Cum 34.40

4

Cum 276.00


RCC Pipe Culverts, 750mm dia. (20 No.)Earth work in excavation in ordinary soil for foundation of structures upto 3m depth as per drawing and technical specifications clause 305.1.including setting out , construction of shoring and bracing , removal of stumps and other deleterious matter , dressing of sides and bottom and back filling in trenches with excavated suitable material.

Providing and laying granular sub base, complete as per drawing and technical specification clause 1204.3.8 (Granular material) including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)

Providing concrete for plain / reinforced concrete in open M-10 grade in leveling course (PCC grade M-10). Including cost of form work, and cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)

Plain / reinforced cement concrete in substructure for height upto 5m , complete as per drawings and technical specifications Clause 802,804,805 ,806,807,1202,1243. (PCC grade M-15 Nominal mix 1:2.5:5 ) Including cost of form work,and, cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete)



5

RM 146.20

6

Cum 681.60

G

1

Cum 632.64

2

Cum 7.36

3

Cum 21.92


Sand filling in foundation trenches as per drawing and technical specification Clause305.3.9 including cost and carriage of materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)

RCC Pipe Culverts, 1000mm dia.(8 No. )Earth work in excavation in ordinary soil for foundation of structures upto 3m depth as per drawing and technical specifications clause 305.1.including setting out , construction of shoring and bracing , removal of stumps and other deleterious matter , dressing of sides and bottom and back filling in trenches with excavated suitable material .

Providing and laying granular sub base, complete as per drawing and technical specification clause 1204.3.8 (Granular material) including cost and carriage of material from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)

Providing concrete for plain / reinforced concrete in open M-10 grade in leveling course (PCC grade M-10). Including cost of form work ,and, cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)



4

Cum 227.12

5

RM 58.48

6

Cum 542.48

H

1

Cum 82.50


Providing and laying of reinforced cement concrete pipes NP-3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation ,protection works, backfilling, concrete masonry work in head walls and parapets as per clause 1106 ,but including cost and carriage of pipes from approved source to site of work, with all leads, lifts, handling rehandling, loading unloading and octori.(Finished work to be measured, complete.)


3 Mtr. Span RCC Slab Culvert: (4No.)Granular sub-base course with local material (Table 400.13 )by, mix in place method normal construction of granular sub base by providing local material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method , with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density, complete as per Technical .Specification.Clause 408. (Using naturally occurring gravel) including, cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.) ( For construction of road diversion.)



2

Cum 291.81

3

Cum 19.70

4

Cum 394.52

5

Cum 38.44

6

MT 11.52

7

Cum 176.00

Earth work in excavation in ordinary soil for foundation of structures upto 3m depth as per drawing and technical specifications clause 305.1.including setting out , construction of shoring and bracing , removal of stumps and other deleterious matter , dressing of sides and bottom , back filling in trenches with excavated suitable material and dewatering charges.

Providing concrete for plain / reinforced concrete in open M-10 grade in leveling course PCC grade M-10. Including cost of form work and, cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)




Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (Granular material), including, cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)



I Road Furniture:

1

No 1.00

2

No 8.00

3

No 2.00

4

No 146.00

5

i) Ordinary Kilometer stone: precast. No 8.00

ii) 5th. Kilometer stone: precast. No 2.00



Providing and fixing of citizen information Boards complete as per required specification.(Fig. No.3-A)

Reinforced cement concrete M-15 grade Boundary Pillars / local stone of standard design as per IRC : 25 fixing in position including painting and printing , etc.as per Drawing and technical specification Clause 1704.

Reinforced cement concrete M-15 grade kilometer stones / local stone of standard design as per IRC : 8 fixing in position including painting and printing , etc.as per Drawing and technical specification Clause 1703. (Ordinary Kilometer stone: precast)



6

No 30.00

7

No. 30.00

Providing and fixing of semi reflective cautionary, mandatory and informatory sign boards as per IRC-67 made of 1.5mm thick MS Sheet dull stove white colour in front and gray colour on back with red reflective border of 65mm width as required letters and figures with reflective tapes engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47x47 mmx12 SWG sheet tube by means of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600mm,below ground level as per approved drawing Clause 1701.2.2

Providing and erecting of direction and place identification of semi reflective sign boards as per IRC-67 made of 2mm thick M.S. Sheet dull stove white colour in front and gray colour on back with red reflective border of 70mm width and required message, letters and figures with reflective tapes engineering grade as per MORD specifications of required shade and colour. Supported and welded on two No. 47x47 mmx12 SWG square tube of 3050mm height duly strengthened by 25 x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600mm below ground level as per approved drawing Clause 1701.



J

Ist year 2nd Year 3rd year 4th. Year 5th. Year

1

2

3

4

5

6

7

8

9

10

11


(In Words.)


(In Words.)


PMGSY Division

Baramulla
















Page 31 BOQ Aloosa Quilmuqam Road


BILL OF QUANTITIES for Upgradation of road from Aloosa to Quil Muqam.

P.M.G.S.Y. ( WORLD BANK FUNDED)

TRENCHE-1 ( Package No:- JK03WB01)Name of Road:Aloosa to Quil Muqam District: Bandipora Block: Bandipora

Length: 4.86 Kms Cost of Work : Rs. 243.47 LacsMaintenance Cost : Rs. 17.04 Lacs

S.No Description Of Item Unit QuantityIn figures In Words

A Earth work and subgrade preparation:

1

Cum 2279.80

2

Cum 1943.27

B Pavements:

1

Cum 742.50

2

Cum 555.26


Amount. In Rupees.

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankments upto a distance of 100m including trimming bottom and side slopes in accordance with requirement of lines grades and cross sections.

Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures , graded and compacted to meet requirement of table 300.1. and 300.2 as per technical specification clause 301.5.

Granular sub-base course with local material (Table 400.13 )by, mix in place method normal construction of granular sub base by providing local material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method , with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density, complete as per Technical .Specification.Clause 408. Using naturally occurring gravel, including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete .)

Providing, laying, spreading , by manual means & compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN static roller in stages to proper grade & camber, applying & brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering & compacting to the required density Grading 2nd as per Technical Specification Clause 405.,including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading,stacking and octori.(Finished work to be measured, complete .)



3

Cum 1423.69

4

Sqm 18982.50

5

Cum 949.13

6

Sqm 18982.50

Providing, laying, spreading , by manual means & compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN static roller in stages to proper grade & camber, applying & brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering & compacting to the required density Grading 3rd as per Technical Specification Clause 405,including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete .) .






7

Sqm 18982.50

8

Sqm 18982.50

C Earthen Shoulders:

1

Cum 1868.06

D Cement Concrete Drain: (2000 RM)1

Cum 574.28

2

Cum 88.35



Construction of sub grade and earthen shoulders with approved material obtained from barrow pits with all lifts and leads , transporting to site , spreading , grading to required slope and compacted to meet requirement of table 300.20.with lead up to 1000m as per technical specification clause.303.1,including cost and carriage of material from approved source to site of work, with loading, unloading and octori. (Finished work to be measured, complete.)





3

Cum 226.58

E Retaining Wall: (410 RM )

1

Cum 459.20

2

Cum 57.40

3

Cum 506.97

4

Cum 293.11

5

Cum 442.80




Random rubble masonry in cement mortar 1:6 mix for sub structure complete as per drawing and technical specification clauses 702,704,1202 and 1204.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.) .

Random rubble masonry in dry, for sub structure complete as per drawing and technical specification clauses 702,704,1202 and 1204, including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.) ..

Sand filling in foundation trenches as per drawing and technical specification Clause305.3.9 , including cost and carriage of materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.) .



6

RM 410.00

F RCC Pipe Culverts 750mm dia. ( 8 No. )

1

Cum 316.51

2

Cum 5.04

3

Cum 13.73

4

Cum 198.56

5

RM 58.48

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc.complete as per drawing and technical specification clauses 615,710,and 1204.3.11. Including cost of form work, and cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.) ..


Providing and laying granular sub base, complete as per drawing and technical specification clause 1204.3.8 (Granular material) including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.) .

Providing concrete for plain / reinforced concrete in open M-10 grade in leveling course (PCC grade M-10). Including cost of form work, and cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.) ..

Plain / reinforced cement concrete in substructure for height upto 5m , complete as per drawings and technical specifications Clause 802,804,805 ,806,807,1202,1243. (PCC grade M-15 Nominal mix 1:2.5:5 ) Including cost of form work,and, cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete).




6

Cum 184.42




G RCC Pipe Culverts 1000mm dia. ( 1 No. )

1

Cum 79.08

2

Cum 0.92

3

Cum 2.74

4

Cum 28.39

5

RM 7.31

6

Cum 67.81


Providing and laying granular sub base, complete as per drawing and technical specification clause 1204.3.8 (Granular material) including cost and carriage of material from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)

Providing concrete for plain / reinforced concrete in open M-10 grade in leveling course (PCC grade M-10). Including cost of form work ,and, cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)


Providing and laying of reinforced cement concrete pipes NP-3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation ,protection works, backfilling, concrete masonry work in head walls and parapets as per clause 1106 ,but including cost and carriage of pipes from approved source to site of work, with all leads, lifts, handling rehandling, loading unloading and octori.(Finished work to be measured, complete.)




H 3 Mtr. Span RCC Slab Culvert: ( 5 No.)

1

Cum 103.13

2

Cum 364.76

3

Cum 24.62

4

Cum 24.62

5

Cum 493.17

Granular sub-base course with local material (Table 400.13 )by, mix in place method normal construction of granular sub base by providing local material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method , with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density, complete as per Technical .Specification.Clause 408. (Using naturally occurring gravel) including, cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.) ( For construction of road diversion.)

Earth work in excavation in ordinary soil for foundation of structures upto 3m depth as per drawing and technical specifications clause 305.1.including setting out , construction of shoring and bracing , removal of stumps and other deleterious matter , dressing of sides and bottom , back filling in trenches with excavated suitable material and dewatering charges.

Granular sub-base course with local material (Table 400.13 )by, mix in place method normal construction of granular sub base by providing local material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method , with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density, complete as per Technical .Specification.Clause 408. (Using naturally occurring gravel), including, cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.) ..

Providing concrete for plain / reinforced concrete in open M-10 grade in leveling course PCC grade M-10. Including cost of form work and, cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.)




6

Cum 48.03

7

MT 14.41

8

Cum 220.00

I Road Furniture:

1

No 1.00

2

No 5.00

3

No 2.00



Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (Granular material), including, cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete.) ..



Providing and fixing of citizen information Boards complete as per required specification.(Fig. No.3-A)



4

No 98.00

5

i) Ordinary Kilometer stone: precast. No 5.00

ii) 5th. Kilometer stone: precast. No 1.00

6

No 20.00

7

No. 20.00

J Contractor to quote lump sum rate / amount for each year

2nd Year 3rd year 4th. Year 5th. Year

1

Reinforced cement concrete M-15 grade Boundary Pillars / local stone of standard design as per IRC : 25 fixing in position including painting and printing , etc.as per Drawing and technical specification Clause 1704.

Reinforced cement concrete M-15 grade kilometer stones / local stone of standard design as per IRC : 8 fixing in position including painting and printing , etc.as per Drawing and technical specification Clause 1703. (Ordinary Kilometer stone: precast)

Providing and fixing of semi reflective cautionary, mandatory and informatory sign boards as per IRC-67 made of 1.5mm thick MS Sheet dull stove white colour in front and gray colour on back with red reflective border of 65mm width as required letters and figures with reflective tapes engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47x47 mmx12 SWG sheet tube by means of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600mm,below ground level as per approved drawing Clause 1701.2.2

Providing and erecting of direction and place identification of semi reflective sign boards as per IRC-67 made of 2mm thick M.S. Sheet dull stove white colour in front and gray colour on back with red reflective border of 70mm width and required message, letters and figures with reflective tapes engineering grade as per MORD specifications of required shade and colour. Supported and welded on two No. 47x47 mmx12 SWG square tube of 3050mm height duly strengthened by 25 x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600mm below ground level as per approved drawing Clause 1701.



Ist year




2

3

4

5

6

7

8

9

10

11


(In Words.)


(In Words.)

Signature of the Bidder

Head Draftsman AEE Executive EngineerPMGSY Division

Baramulla




White washing guard stones , refixing displaced guard stones , clearance of CD works and white wash parapets of CD works as per clause 1911 of the specification.


Maintenance of drains as per clause 1907 of the specification.Maintenance of culverts and cause ways as per clause 1908 and 1909 of the specification.

Maintenance of road signs as per clause 1910 of technical specification.



Documents

World Bank BOQ's Updated