Page1 CONSTRUCTION OF 1 NO. OF COMPANY LEVEL BOP ALONG INDO

Page1

SL.NO SUB HEAD AMOUNT1 Internal Wiring Rs.750,285.00

2 Erection of Fans & light fixtures Rs.58,726.00

3 Supply of Fan Rs.491,321.00

4 Earthing Rs.81,486.00

5 Telephone Rs.84,443.00

6 Distribution Rs.102,881.00

7 Lighting projector Rs.130,172.00

8 External Electrical work Rs.1,710,917.00

9 D.G. Set Rs.1,758,992.00

Rs.5,169,223.00

CONSTRUCTION OF 1 NO. OF COMPANY LEVEL BOP ALONG INDO BANGLADESH BORDER IN THE STATE OF

MIZORAM AT SILKUR-II, LUNGLEI DISTRICTSUMMARY OF ELECTRICAL COST

(RUPEES FIFTY ONE LAKH SIXTY NINE THOUSAND TWO HUNDRED & TWENTYTHREE)ONLY

Page1

SL. NO. SUBHEAD AMOUNT (In Rs.)

MISCELLANEOUS WORKS1 RO Water Plant and Iron Removal Plant Rs. 411,156.00

2 Solar Backup System Rs. 2,406,250.00

3 Movable Fixtures Rs. 512,500.00

4 Rain Water Harvesting #REF!

5 Horticulture Rs. 448,517.22

6 Boring & Tubewell Rs. 1,253,000.00

7 Water Pumping Works Rs. 1,087,183.00

8 Entry Gate & Sign Boards #REF!

9 Fire Fighting Rs. 332,500.00TOTAL MISCELLANEOUS WORKS= #REF!

CONSTRUCTION OF 1 NO. OF COMPANY LEVEL BOP ALONG INDO BANGLADESH BORDER IN THE STATE OF MIZORAM AT SILKUR-II, LUNGLEI DISTRICT

SUMMARY MISCELLANEOUS WORKS

Page1

Boring & Tube wellSl. No. DSR No. Description of items Unit Qty. Rate Amount

1 NS Transpotation of drilling RIGs and other otherenvironments, tools/tackles etc. to work site.

Lot 1 Rs.31,250.00 Rs.31,250.00

2 Boring by het dheki for lowering of UPVC of 150mm dia including cutting the pipe and threadingor fixing by chemical solutions./ Sleeve, fixing &fitting iron shoe pluf and sockets, all completeincluding providing all necessary tols and plants.Req.

a NS From G.L. to 30.5 m depth (for all kind of soil) Job 2.00 Rs.35,000.00 Rs.70,000.00

b NS From G.L. to 30.5 m to 61 m depth (for all kindof soil)

Job 2.00 Rs.36,875.00 Rs.73,750.00

c NS From G.L. to 61 m to 9.51 m depth (for all kindof soil)

Job 2.00 Rs.38,750.00 Rs.77,500.00

3 Providing lowering of upvc pipe of 150 m dia,rating of 8 kg/sqm as per the specification anddrowings.

a NS From G.L. to 30.5 m depth (for all kind of soil) Meter 61.00 Rs.2,250.00 Rs.137,250.00

b NS From G.L. to 30.5 m to 61 m depth (for all kindof soil)

Meter 61.00 Rs.2,250.00 Rs.137,250.00

c NS From G.L. to 61 m to 9.51 m depth (for all kindof soil)

Meter 61.00 Rs.2,250.00 Rs.137,250.00

4 NS Dirt, rust and other forign material in the annuarspace between the bore and the assemblypipes.

Cum 10.00 Rs.5,625.00 Rs.56,250.00

5 NS Development of the tube well by compressed airplant

Lot 2.00 Rs.62,500.00 Rs.125,000.00

6 NS Supply and erection of submersible pump of HPrating capacity for lifting of water from well.

Lot 2.00 Rs.93,750.00 Rs.187,500.00

7 NS Providing and fixing of electrical control panelfor 10 hp pumps with starter complete in allrespects

Lot 2.00 Rs.47,500.00 Rs.95,000.00

8 NS Providing and laying of electrical control andpower cable from panel to pump.

Meter 400.00 Rs.312.50 Rs.125,000.00

Total = Rs.1,253,000.00

Page1BRICK WORK

Sl. DSR Rate AmountNo. No Rs. Rs.1

Ana-11A cum 210 8553.90 1796319.00

2 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level up to floor V level in all shapes and sizes in :

Ana-10 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 170 9747.83 1657131.00Ana-11 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 248 9426.96 2337886.00

3 Ana-12 Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level up to floor V level.6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) sqm 32 1135.17 36325.00

4 6.15 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry (with F.P.S. bricks). sqm 32 63.30 2026.00

Total = 5835088.71

Item of works Unit Qnty

Brick work with modular bricks of class designation 75 in foundationand plinth in:Cement mortar 1:6(1 cement:6 coarse sand)

Page1

EXTERNAL ELECTRICAL WORKS

Sl. No.

DSR2012 No.

Description of items Unit Qty. Rate Amount

1 NS Supply and INSTALLATION, TESTINGAND COMMISSIONING OF 100KVASILENT DIESEL GENERATOR SETRADIATOR COLED TYPE SUITABLE FORamf OF 415v, 3 PHASE 4 WIRE, 0.8 PT.(LAGGING) 50C/S A.C. SUPPLYCOMPLETE WITH ENGINE (1500RPM)AND ALTERNATOR DG SETCONTROLLER WITH ACCESSORIESINCLUDING RESIDENTIAL TYPESILENCER AND FUAL SERVICE TANK(INTERNAL) 250 LTRE CAPACITY,BATTERY AND BATTERY CHARGERWITH ALL ASSOCIAL ACCESSORIES,INCLUDING STANDARD SET OF TOOLSAND ANTI-VIBRATION MOUNTING PADS,MCCB. THE CONTROLLER SHOULD BECOMPATIBLE FOR REMOTEMONITORING AND DATA LOGGINGWITH DIGITAL VOLTAGE REGULATORTHROUGH INBUILT AVR, DIGITALGOVERNING+PROTECTIVE FUNCTION.

SET 1 Rs.1,372,677.00 Rs.1,372,677.00

2 NS Supplying and fixing of under noted B classM.S. pipe for DG exhaust complete withbends, elbow, flanges etc as required.

100 mm dia pipe Metre 12 20000 Rs.240,000.003 NS Supplying and fixing of 50 mm thick

compressed material wool installation forD.G. exhaust pipe with 26 gaugealuminium sheet cladding etc. as requiredfor the under mentioed dia pipe.100mm dia pipe Metre 12 1200 Rs.14,400.00Residential silencer (1.5 metre with 750mm dia (approx. dimensions)

4 NS Supply, installation, testing andcommisioning of M.S.. Bclass fuel pipe forconnecting diesel enginne to industrial dayservice tank including supplying and fixingof required valve and filters etc complete asrequired for following size.

25 mm dia Metre R/O50mm dia Metre R/O

5 NS Supplying, fabrication and installation ofM.S. structureal steel supports for exhaustpipe, fuel pipe etc. including supplying andapplying of enamel paint of approvedshade after one coat of steel primer ofreputed company.

Kgs. 75 75 Rs.5,625.00

COPPER PLATE EARTHING STATION

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Sl. No.

DSR2012 No.


6 5.6 Supply, assembling., installationing testingand commissioning all the ilems forconstructing copper plate earthing stationcomprises of one no. copper earthing plate600 x 6000 x 3 mm thick 50mm diamedium class GI wtering pipe, (minium 4.5M deep) GI funnel with stainless steel wiremesh stainer concrete watering chamberpit, with salt and charcoal powder, earthingconductor size 38 mm x 6mm copper fromthe plate to the ground level as per therevised IS:3043 standard, requiredhardware and micellaneous items. Thework involves digging pit in the soil, buryingthe earth electrode in the mixture ofcommon salt and charcoal, connectingearthing conductor to plate, installing thewatering pipe, black filling the soil andconstructing the watering pit at the site, asspecified omplete as required.

Set 2 8559 Rs.17,118.00

G.I. PLATE EARTHING STATION7 5.4 supplying, ear thing installing, testing and

commissioning all the items forconstructing GI plate earthling station atthe locations. The ear thing stationcomprise of one no. GI ear thing plate 600x 600 x 6mm thick 50mm dia mediumclass GI watering pipe (minimum 4.5 Mdeep) GI funnel with stainless steel wiremesh strainer, concrete watering chamber,steel hinged door on a steel frame to coverup the watering pit, with salt, with finecharcoal powder, ear thing conductor size38 x 6 mm GI from the plate to the groundlevel as per the revised IS:3043 standard,required hardware's and micellananeousitems. the work involves digging pit in thesoil, burying the earth electrode in themixture of common salt and charcoal,connecting earthing conductor to plate,installing the watering pipe back filling thesoil and constructing the watering pit at thesite, back filling the soil and constructingthe watering pit the site as specified.

Set 2 3996 Rs.7,992.00

8 NS Supplying straightening, shaping, layingunderground/laying on a cable tray/layingin cement concrete trench the followingcopper strips. The work is inclusive ofproviding clamber with the trays /on thesides of the trenches, making jointwhatever required and providing thehardwares and terminating the hardwaresand the termination to theequipment/earthing station etc.38 x 6 mm copper strip Metre 20 1110 Rs.22,200.00

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Sl. No.

DSR2012 No.


9 NS Supplying straightening, shaping, layingunderground/laying on a cable tray/layingin cement concrete trench the followingsize of hot dipped galvanised ironconductor. the work is inclusive ofprovideing claming with the conductor. thework is inclusive of providing clamping withthe trays/on the sides of the trenches,making joints wherever erequired andproviding the hardwares and theterminating the hardwares and thetermination to the equipment/earthingstation etc.copper strips. The work isinclusive of providing clamber with thetrays /on the sides of the trenches, makingjoint whatever requir38 x 6 mm GI strip Metre 20 199 Rs.3,980.00

10 NS Service charges for obtaining approvals forthe local electrical Authorities forinstallation of DG stes.

Job 1 75000 Rs.75,000.00

TOTAL Rs.1,758,992.00

Page1DISTRIBUTION BOARD

Sl. No.

DSR2012 No. Description of items Unit Qty. Rate Amount

1 2.8 Suppling and fixing following way three poleand nature surface/recess mounting prewire,seheet steel, MCB distribution board415Volt, dust protected and powder paintedexclisive or sweetable size tinned, copper,busbar, common netrul, link, earth bar, dinbar, for mounting MCB datachable glame,knockout plate, and with built in looose wirebox, and superior make terminal, connctionsfor all adequate size of affar PVC insuletedcopper conductor up to terminal interconnections the phosphatized and powderpainted including earthing etc. as requiredwith double door as required but withoutMCB/RCCB/isolated.

2.8.5 4way(4+12) doubledoor Set 3 Rs.6,345.00 Rs.19,035.002.8.7 8way(4+24) doubledoor Set 3.00 Rs.8,984.00 Rs.26,952.00

2 2.7 supplying fitting fixing followig way singlepole and netural surface/recess mountingprewired, sheet steel, MCB distribution board 240Volt, dust protected and powder paintedinclusive of suitable size tinned copper brussbar, common netural link, erarth bar, din barfor mounting MCB deteachable gland /knockout plate and with build in lose wirebox. and superior make terminal connectorfor all adequate size of FR PVC insulatedcopper conductor up to the terminalinterconnections , phosphatized and powderpainted including earthing etc. as requiredwith double door as required( but with outMCB /RCCB/isolator

2.7.5 2+8 way doubledoor Set 6.00 Rs.2,572.00 Rs.15,432.002.7.6 2+12 way doubledoor Set 1.00 Rs.3,108.00 Rs.3,108.002.10 Supplwing and fixing of 6 to 32 amps rating

240 volt /b series Maniatue circuit breakersuitable for ligting and other loads offollowing poles in the existing mcb dbcomplete with connection with testing andcommissioning etc as required.

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Sl. No.


2.10.1 single pole Each 128 Rs.141.00 Rs.18,048.002.15 Supplying and fixing of following rating for 4

pole ( three phase neutral 415 volt-reseadual current circuit breaker RCCB)having a sensativity current up to 300mmperes in the existing MCB DB completewith connection testing and commissioningetc. as required.

2.15.2 40AMPS Each 3.00 Rs.1,703.00 Rs.5,109.002.15.3 63 amps Each 3.00 Rs.1,965.00 Rs.5,895.002.14 Supplying and fixing of following rating

double pole ( Single phase & neutral 240 volt-reseadual current circuit breaker RCCB)having a sensativity current up to 300mmperes in the existing MCB DB completewith connection testing and commissioningetc. as req

2.14.1 25 amps Each 6.00 Rs.1,318.00 Rs.7,908.002.14.2 40 amps Each 1.00 Rs.1,394.00 Rs.1,394.00

TOTAL Rs.102,881.00

Page1

Sl. No.


1 5.4 Earthing with GI Earth plate 600 mm x 600mm x 6 mm thick including accessories andproviding masonry enclosure with cover platehaving locking arrangement and watering pipeetc. with charcoal or coke and salt completeas required.

Set 16 3996.00 Rs.63,936.00

2 5.9 Supplying & laying 25 x 3 mm GI strip at.5mm matre below ground as earth electrodeincluding soldering etc as required

Metre 180 97.50 Rs.17,550.00

TOTAL Rs.81,486.00

EARTHING

Page11. E A R T H W O R K Sl. DSR Rate AmountNo. No Rs. Rs.1 2.1 Earth work in surface excavation not exceeding 30 cm in depth but

exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed :2.1.1 All kinds of soil 100 sqm 2200 3786.95 83312.90

2 2.6 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.2.6.1 All kinds of soil cum 350 129.35 45273.00

3 2.7 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed.2.7.1 Ordinary rock cum 275 197.75 54381.00

4 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. cum 4000 83.80 335200.00

5(A) 2.26 Extra for every additional lift of 1.5 m or part thereof in. 2.26.1 All kinds of soil. cum 150 34.60 5190.00

5(B) 2.26.2 Ordinary or hard rock. cum 127 62.00 7874.006 2.27 Supplying and filling in plinth with Jamuna sand under floors

including, watering, ramming consolidating and dressing complete. cum 88 749.30 65938.007 2.32 Clearing grass and removal of the rubbish upto a distance of 50 m

outside the periphery of the area cleared. 100sqm 2890 247.00 7138.308 16.3 Supplying and stacking at site.

16.3.9 Good earth. cum 3520 260.70 917664.00TOTAL = 1521971.20

Item of works QntyUnit

Page1

ENTRY GATE & SIGN BOARDSl. No. DSR No. Description of items Unit Qty. Rate Amount

1 2.6 Earth work in excavation by mechanical means (Hydraulicexcavator )/ manual means over areas (exceeding 30cm indepth. 1.5m in width as well as 10 sum on plan) includingdisposal of excavated earth, lead upto 50m and lift upto1.5m, disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum 75 129.35 Rs.9,701.002 2.26 Extra for every additional lift of 1.5 m or part thereof in.

2.26.1 All kinds of soil. cum 30 34.60 Rs.1,038.003 Ana-6 Providing and laying in position cement concrete of specified

grade excluding the cost of centring and shuttering - All workupto plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate40 mm nominal size).

cum 6 5063.00 Rs.30,378.00

4 Ana-1 Providing and laying in position specified grade of reinforcedcement concrete excluding the cost of centring, shuttering,finishing and reinforcement - All work upto plinth level :

1:1½:3 (1 cement : 1½ coarse sand : 3 graded stoneaggregate 20 mm nominal size)

cum 8 7478.08 Rs.59,825.00

5 5.9 Centring and shuttering including strutting, propping etc. andremoval of form for :

5.9.1 Foundations, footings, bases of columns, etc. for massconcrete.

sqm 17 166.90 Rs.2,837.00

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 40 365.60 Rs.14,624.006 Ana-2 Reinforced cement concrete work in walls (any thickness),

including attached pilasters, buttresses, plinth and stringcourses, fillets, columns, pillars, piers, abutments, posts andstruts etc. upto floor five level excluding cost of centring,shuttering, finishing and reinforcement :


cum 5 7801.91 Rs.39,010.00

7 Ana-4 Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars. kg 1560 73.38 Rs.114,473.008

Ana-11ABrick work with modular bricks of class designation 75 in foundation and plinth in:Cement mortar 1:6(1 cement:6 coarse sand)

cum 24 #REF! #REF!

9 Ana-11 Brick work with F.P.S. bricks of class designation 75 insuperstructure above plinth level upto floor V level in allshapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) cum 24 9426.96 Rs.226,247.00

10 Ana-14 15 mm cement plaster on the rough side of single or halfbrick wall of mix :1:6 (1 cement : 6 fine sand) sqm 17 204.65 Rs.3,479.00

11 10.25 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer using structural steel etc. asrequired.

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works.

kg 53 77.90 Rs.4,129.00

12 13.44 Finishing walls with water proofing cement paint of requiredshade :

13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sum). sqm 1360 44.95 Rs.61,132.00

Page2

Sl. No. DSR No. Description of items Unit Qty. Rate Amount

13 13.61 Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade :

13.61.1 Two or more coats on new work sqm 53 53.85 Rs.2,854.0014 16.59 Manufacturing supplying and fixing retro reflective sign

boards made up of 2mm thick aluminium sheet, face to befully covered with high intensity encapsulated type heatactivated retro reflective sheeting conforming to type - IV ofASTM-D 4956-01 in blue and silver white or other colourcombination including subject matter, message (bi-lingual),symbols and borders etc. as per IRC ; 67:2001, pasted onsubstrate by an adhesive backing which shall be activatedby applying heat and pressure conforming to class -2 ofASTM-D-4956-01 and fixing the same with suitable sizedaluminium alloy rivets @ 20 cm c/c to back support frame ofM.S. angle iron of size 25x25x3 mm alongwith theft resistantmeasures, mounted and fixed with 2 Nos. M.S. angles ofsize 35x35x5 mm to a vertical post made up to M.S. Teesection ISMT 50x50x6 mm welded with base plate of size100x100x5 mm at the bottom end and including makingholes in pipes, angles flats, providing & fixing M.S. messageplate of required size steel work to be painted with two ormore coats of synthetic enamel paint of required shade andof approved brand & manufacture over priming coat of zincchromate yellow primer (vertical MS-Tee support to be

16.59.1 Mandatory/ Regulatory sign boards of 900mm dia - metrewith part as length of 3750mm.

sqm 31.5 4580.35 Rs.144,281.00

15 16.60 Manufacturing supplying and fixing retro reflective overheadsignage boards made up of 2mm thick aluminium sheet faceto be fully covered with high intensity and encapsulated lenstype heat activated retro reflective sheeting conforming totype - III of ASTM-D-4956-01 as approved by Engineer-in-charge letters, borders etc. as per IRC : 67-2001 in silverwhite with blue colour back ground and with high intensitygrade, pasted on substrate by pressure sensitive adhesivebacking which shall be activated by applying pressureconforming to class II of ASTM-D-4956-01 and fixing thesame to the plate of structural frame work by means ofsuitable sized aluminium alloys, rivets or bolts & nuts @ 300mm centre to centre all along the periphery as well as in twovertical rows alongwith theft resistant measures includingthe cost of painting with two or more coats of epoxy paint ingrey colour on the back side of aluminium sheet includingappropriate priming coat. The rate includes the cost ofrounding off the corners, lowering down the structural framework from the gantry, fixing and erecting the same inposition all complete as per drawings, specification anddirection of the engineer-in-charge. (Structural frame work

16.60.1 Overhead informatory road signage.� sqm 50 4516.50 Rs.225,825.00

Total = #REF!

Page1

Sl. No. DSR2012 No. Description of items Unit Qty. Rate Amount

1 ERRECTION OF FANS & LIGHTFIXTURES

CPWD 10.18(civil)

supplying and fixing circular / hexagonalMS sheet ceiling fan bax with clamp ofinternal dia 140 mm, 73 mm height, 3 mmthick rim top lid of 1.5 mm thick MS sheetlidss shall be screwed into M/S box bymeans of 3 mm round headed screws,clamps shall be made of 12 mm dia MSbar bent to be shape as per standarddrawing with over all length as 80 cm

Each 46 Rs.117.45 Rs.5,403.00

1.25 supplying and fixing of step type electricfan regular in existing moduler plateswitch box including connection butexcluding moduler plate as required.

Each 30.00 Rs.322.00 Rs.9,660.00

1.41 installation, testing and commissioning ofprewired flourescent fitting/compactflourescent fitting of all types completewith all accessories with 3 x 1.5 sq.mmFR PVC insulated copper conductorsingle core cable and earthing asrequired.

Each 75.00 Rs.69.50 Rs.5,213.00

1.42 installation, testing and commissioning ofprewired flourescent fitting/compactflourescent fitting of all types completewith all accessories and tube etc.including supplying and fixing ball andsocket arrangement, 2 nos. down rods of20 mm dia x 1.6 mm thick steel conduit upto 30 cm length, painting and wiring thedown rod and connections with 3 x 1.5sqmm FRPVC insulated copperconductor, single core cable and earthingetc. as required.

Each 150.00 Rs.195.00 Rs.29,250.00

1.45 installation, testing and commissioning ofceiling fns/bracket fan of all sizesincluding wiring the down rod of standardlength (upto 30 cm) with 3 x 1.5 sqmmFRPVC insulated copper conductorsingle core cable inclluding providing andfixing phenolic laminated sheet cover onthe fan box etc as required.

Each 60.00 Rs.99.00 Rs.5,940.00

Page2

Sl. No. DSR2012 No. Description of items Unit Qty. Rate Amount

1.50.1 installation of exhaust up to 450 mmsweep in the existing opening, includingmaking the hole to suit the size of theabove fan, making good the damage,connection, testing, commissioning etc.as required.

Each 20.00 Rs.163.00 Rs.3,260.00

Total = Rs.58,726.00

Page1EXTERNAL DRAINAGE

Sl. DSR Unit Qnty Rate AmountNo. No Rs. Rs.1 2.10 Excavating trenches of required width for pipes, cables, etc

including excavation for sockets, and dressing of sides,ramming of bottoms, depth upto 1.5 m including getting outthe excavated soil, and then returning the soil as required, inlayers not exceeding 20 cm in depth including consolidatingeach deposited layer by ramming, watering, etc. and disposingof surplus excavated soil as directed, within a lead of 50 m :

2.10.1 All kinds of soil2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300

mm dia.metre 300 165.60 49680.00

2 19.1 Providing, laying and jointing glazed stoneware pipes grade ‘A’with stiff mixture of cement mortar in the proportion of 1:1 (1cement : 1 fine sand) including testing of joints etc. complete :

19.1.1 100 mm diameter metre 30 150.10 4503.0019.1.2 150 mm diameter metre 75 219.05 16429.0019.1.3 200 mm diameter metre 75 323.05 24229.00

3 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5coarse sand : 10 graded stone aggregate 40 mm nominal size)all-round S.W. pipes including bed concrete as per standarddesign:

19.2.1 100 mm diameter S.W. pipe metre 20 496.90 9938.0019.2.2 150 mm diameter S.W. pipe metre 70 607.70 42539.0019.2.3 200 mm diameter S.W. pipe metre 75 708.40 53130.00

4 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5coarse sand : 10 graded stone aggregate 40 mm nominal size)upto haunches of S.W. pipes including bed concrete as perstandard design :

19.3.1 100 mm diameter S.W. pipe metre 30 236.15 7085.0019.3.2 150 mm diameter S.W. pipe metre 30 382.75 11483.0019.3.3 200 mm diameter S.W. pipe metre 25 449.90 11248.00

5 19.4 Providing and fixing square-mouth S.W. gully trap grade 'A'’complete with C.I. grating brick masonry chamber with watertight C.I. cover with frame of 300 x300 mm size (inside) theweight of cover to be not less than 4.50 kg and frame to be notless than 2.70 kg as per standard design :

19.4.1 100x100 mm size P type19.4.1.2 With Sewer bricks conforming to IS : 4885 each 15 1293.60 19404.00

6 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size), foundation concrete 1:4:8 mix (1 cement : 4coarse sand : 8 graded stone aggregate 40mm nominal size)inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement andmaking channels in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 20mm nominal size)finished with a floating coat of neat cement complete as perstandard design :

19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover withframe (light duty) 455x610 mm internal dimensions total weightof cover and frame to be not less than 38 kg (weight of cover23 kg and weight of frame 15 kg) :

19.7.1.2 With Sewer bricks conforming to IS : 4885 each 10 7229.45 72295.007 19.7.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with

frame (medium duty) 500 mm internal diameter, total weight ofcover and frame to be not less than 116 kg (weight of cover 58kg and weight of frame 58 kg) :

Item of works

Page2Sl. DSR Unit Qnty Rate AmountNo. No Rs. Rs.

Item of works

19.7.2.2 With Sewer bricks conforming to IS : 4885 each 4 15589.40 62358.00


Item of works

8 19.27 Constructing brick masonry road gully chamber 50x45x60 cmwith bricks of class designation 75 in cement mortar 1:4 (1cement : 4 coarse sand) including 500x450 mm precast R.C.C.horizontal grating with frame complete as per standard design :

19.27.1 With F.P.S. bricks each 15 3193.50 47903.009 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm

dry brick honey comb shaft with bricks of class designation 75and S.W. drain pipe 100 mm diameter, 1.8 m long complete asper standard design.

19.32.1 With F.P.S. bricks each 4 15228.15 60913.00Total = 493137.00

Page1EXTERNAL ROAD WORK

Sl. DSR Unit Qnty Rate AmountNo. No Rs. Rs.

1 16.1 Preparation and consolidation of sub grade with powerroad roller of 8 to 12 tonne capacity after excavating earthto an average of 22.5 cm. depth, dressing to camber andconsolidating with road roller including making good theundulations etc. and re-rolling the sub grade and disposalof surplus earth lead upto 50 metres.

sqm 390.00 61.25 23888.00

2 16.2 Extra for compaction of earth work in embankment underoptimum moisture conditions to give at least 95% of themaximum dry density (proctor density).

cum 117.00 7.75 907.00

3 16.3 Supplying and stacking at site.16.3.4 Over burnt (Jhama) brick aggregate 120 mm to 40 mm. cum 30.00 493.90 14817.0016.3.5 Over burnt (Jhama) brick aggregate 90 mm to 45 mm. cum 30.00 528.75 15863.0016.3.8 Red bajri cum 20.00 1147.10 22942.0016.3.9 Good earth. cum 175.00 260.70 45623.00

4 16.5 Laying water bound macadam sub-base with brickaggregate and blinding material, earth etc. includingscreening, sorting and spreading to template andconsolidation with light power road-roller etc. complete.(payment for brick aggregate and moorum etc. to be madeseparately)

16.5.1 Over burnt (Jhama) brick aggregate 120 mm to 40 mm. cum 30.00 246.35 7391.0016.5.2 Over burnt (Jhama) brick aggregate 90 mm to 45 mm. cum 30.00 246.35 7391.00

5 16.31 Providing and applying tack coat using bitumen emulsion(Rapid Setting) complying with IS 8887-1995, spraying thebitumen emulsion with mechanically operated spray unit,cleaning and preparing the existing road surface as perspecifications :

16.31.1.1On W.B.M @ 0.4kg/sqm. sqm 137.00 14.25 1952.006 16.41 Providing and laying seal coat over prepared surface of

road with bitumen heated in bitumen boiler fitted with thespray set spraying using 98 kg of bitumen of grade 80/100and blinding surface with 0.90cum of stone aggregate of6.7 mm size (Passing 11.2mm sieve and retained on2.36mm sieve) per 100 sum of road surface includingrolling and finishing with power road roller all complete.

sqm 137.00 80.15 10981.00

7 16.56 Providing and laying Bituminous concrete using crushedstone aggregates ofspecified grading,premixed withbituminous binder and filler, transporting the hot mix towork site by trippers ,lauing with paver finisher equiped withelectronic sensor to the required grade, level andalignment and rolling with smooth wheeled, vibratoryandtandem rollers to achiev the desired compaction anddensity as per specification, complete and as per directionsof Engineer- in -Charge.

16.56.1 40 mm/50mm compacted thickness with bitumen of gradeVG-30 @ 5.5% (percentage by weight of total mix)and limefiller @3% (percentage by weight of aggregate).prepared inBatch Type Hot Mix Plant of 100-120 TPH capacity

cum 4.00 9077.05 36308.00

Total= 188063.00

Item of works

Page1FILTERED WATER SUPPLY WITH DISTRIBUTION

Sl. DSR Unit Qnty Rate AmountNo. No Rs. Rs.1 18.10 Providing and fixing G.I. pipes complete with G.I.

fittings and clamps, including cutting and makinggood the walls etc.�Internal work - Exposed on wall

18.10.1 15 mm dia. nominal bore metre 100 161.60 16160.0018.10.2 20 mm dia. nominal bore metre 50 188.05 9403.0018.10.3 25 mm dia. nominal bore metre 50 243.15 12158.0018.10.4 32 mm dia. nominal bore metre 25 296.50 7413.0018.10.5 40 mm dia. nominal bore metre 25 364.10 9103.0018.10.6 50 mm dia. nominal bore metre 50 453.65 22683.00

2 18.11 Providing and fixing G.I. Pipes complete with G.I.fittings and clamps,i/c making good the walls etc. concealed pipe,including paintingwith anti corrosive bitumastic paint, cutting chases and making goodthe wall :

18.11.1 15 mm dia nominal bore metre 100 229.10 22910.0018.11.2 20 mm dia nominal bore metre 50 251.30 12565.00

3 18.12 Providing and fixing G.I. pipes complete with G.I.fittings including trenching and refilling etc.�External work :

18.12.1 15 mm dia. nominal bore metre 10 142.25 1423.0018.12.2 20 mm dia. nominal bore metre 10 161.25 1613.0018.12.3 25 mm dia. nominal bore metre 20 209.40 4188.0018.12.4 32 mm dia. nominal bore metre 50 248.55 12428.0018.12.5 40 mm dia. nominal bore metre 25 294.20 7355.0018.12.6 50 mm dia. nominal bore metre 25 355.95 8899.00

4 18.17 Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) :

18.17.1 25 mm nominal bore each 15 372.95 5594.0018.17.2 32 mm nominal bore. each 4 450.90 1804.0018.17.3 40 mm nominal bore each 4 546.05 2184.0018.17.4 50 mm nominal bore each 4 780.60 3122.00

5 18.18 Providing and fixing ball valve (brass) of approvedquality, High or low pressure, with plastic floatscomplete :

18.18.3 25 mm nominal bore each 10 421.65 4217.00

6 18.19 Providing and fixing gun metal non- return valveof approved quality (screwed end) :

18.19.4 50 mm nominal bore18.19.4.1 Horizontal each 3 936.35 2809.00

7 18.21 Providing and fixing uplasticised PVC connectionpipe with brass unions :

18.21.1 30 cm length18.21.1.1 15 mm nominal bore each 49 51.35 2516.00

8 18.38 Painting G.I. pipes and fittings with syntheticenamel white paint over a ready mixed primingcoat, both of approved quality for new work :

18.38.1 15 mm diameter pipe. metre 100 7.35 735.0018.38.2 20 mm diameter pipe. metre 50 8.65 433.0018.38.3 25 mm diameter pipe. metre 50 11.40 570.0018.38.4 32 mm diameter pipe. metre 25 13.45 336.0018.38.5 40 mm diameter pipe. metre 50 16.00 800.0018.38.6 50 mm diameter pipe. metre 18.80 0.00

9 18.40 Painting G.I. pipes and fittings with two coats ofanti-corrosive bitumastic paint of approved quality:

Item of works


Item of works

18.40.1 15 mm diameter pipe metre 10 4.40 44.0018.40.2 20 mm diameter pipe metre 10 5.15 52.0018.40.3 25 mm diameter pipe metre 20 6.60 132.0018.40.4 32 mm diameter pipe metre 50 7.80 390.0018.40.5 40 mm diameter pipe metre 25 8.90 223.0018.40.6 50 mm diameter pipe metre 25 10.50 263.00

10 18.41 Providing and filling sand of grading zone V orcoarser grade all-round the G.I. pipes in externalwork.

18.41.1 15 mm diameter pipe metre 10 54.75 548.0018.41.2 20 mm diameter pipe metre 10 55.50 555.0018.41.3 25 mm diameter pipe metre 20 56.95 1139.0018.41.4 32 mm diameter pipe metre 50 58.45 2923.0018.41.5 40 mm diameter pipe metre 25 59.20 1480.0018.41.6 50 mm diameter pipe metre 25 61.40 1535.00

11 18.46 Providing and fixing G.I. Union in G.I. pipeincluding cutting and threading the pipe andmaking long screws etc. complete (New work)

18.46.1 15 mm nominal bore each 10 119.60 1196.0018.46.2 20 mm nominal bore each 10 142.85 1429.0018.46.3 25 mm nominal bore each 5 154.45 772.0018.46.4 32 mm nominal each 5 189.30 947.0018.46.5 40 mm nominal bore each 4 229.95 920.0018.46.6 50mm nominal bore each 2 307.70 615.00

12 18.48 Providing and placing on terrace (at all floorlevels) polyethylene water storage tank ISI :12701 marked with cover and suitable lockingarrangement and making necessary holes forinlet, outlet and overflow pipes but without fittingsand the base support for tank

per litre 15000 6.10 91500.00

Total= 280084.00

Page1

Finishing workSl. DSR Unit Qnty Rate AmountNo. No Rs. Rs.1 Ana-16 12 mm cement plaster of mix :

1:6 (1 cement : 6 fine sand) sqm 1139 155.73 177372.00

2 Ana-1415 mm cement plaster on the rough side ofsingle or half brick wall of mix :1:4 (1 cement : 4 fine sand) sqm 1433 204.65 293266.00

3 13.26 Providing and applying plaster of paris puttyof 2 mm thickness over plastered surface toprepare the surface even and smoothcomplete

sqm 1401 83.80 117404.00

4 13.41 Distempering with oil bound washabledistemper of approved brand andmanufacture to give an even shade

13.41.1 New work (two or more coats) over andincluding priming coat with cement primer.

sqm 1401 66.70 93447.00

5 13.44.1 Finishing walls with water proofing cementpaint of required shade : New work (Two ormore coat applied @ 1.67 ltr/10 sum overand including base coat of water proofingcement paint applied @ 2.20 kg/ 10 sum).

sqm 1433 44.95 64413.00

6 13.50.1 With ready mixed pink or Grey primer ofapproved brand and manufacture on woodwork (hard and soft wood)

sqm 302 25.85 7807.00

7 13.50.2 With ready mixed aluminium primer ofapproved brand and manufacture onresinous wood and plywood

sqm 418 24.70 10325.00

8 13.61 Painting with synthetic enamel paint ofapproved brand and manufacture to give aneven shade :

13.61.1 Two or more coats on new work sqm 1233 53.85 66397.00Total = 830431.00

Item of works

Page1

FIRE FIGHTING WORKSl. No. DSR No. Description of items Unit Qty. Rate Amount

1 NS Providing and fixing portable fire extingusher water type(gas cartige) with cylinder fully charged of 9 litres capacitycomplete with standard discharged valve with tube CIbracket for wall mounting etc. conferming to IS:940.

No. 14 4375.00 Rs.61,250.00

2 NS Providing and fixing portable fire extingusher dry powertype( gas cartige) with cylinder fully charged with drypowder (ABC type) of 5.0 Kg. complete with standarddischarged valvewith tube, CI bracket for wall mountingetc. conferming to IS:

No. 14 4750.00 Rs.66,500.00

3 NS Providing and fixing portable fire extingusher, carbon dy-oxide type with cylinder initially fully charged with CO2gas of 4.5 Kg. capasity complete with discharge valve,discharged tube, horn CI bracket for wall mounting etc.conferming to IS:2878

No. 14 10625.00 Rs.148,750.00

4 NS Providing and fixing portable fire extingusher form typewith cylinder initially fully charged with form compound of 9litres capacity complete with standard discharged valvewith tube CI bracket for wall mounting etc. conferming toIS:10204

No. 14 4000.00 Rs.56,000.00

Total = Rs.332,500.00

Page1

FLOORINGSl. DSR Rate AmountNo. No Rs. Rs.1 11.5 62 mm thick cement concrete flooring with concrete hardener topping

under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. sqm 63 464.8 29282.00

2 11.6 Cement plaster skirting (up to 30 cm height) with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement.11.6.1 18 mm thick. sqm 2 258.2 516.00

3 11.13 Providing and fixing glass strips in joints of terrazo/ cement concrete floors.11.13.1 40 mm wide and 4 mm thick. metre 100 29.4 2940.00

4 11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :11.26.1 25 mm thick. sqm 993 945.7 939080.00

5 11.27 Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. sqm 126 954.1 120217.00

6 11.36 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm 181 724.25 131089.00

Total= 1223124.00


Page1HORTICULTURE WORKSl. No. DSR No. Description of items Unit Qty. Rate Amount

1 23.2 Supplying and stacking of good earth at site includingroyalty and carriage upto 1 km (earth measured in stackswill be reduced by 20% for payment).

cum 350 260.70 Rs.91,245.00

23.4 Supplying and stacking at site dump manure fromapproved source, including carriage upto 1 km (manuremeasured in stacks will be reduced by 8% for payment) :

2 23.4.2 Screened through sieve of I.S. designation 16mm cum 50 152.60 Rs.7,630.003 23.6 Uprooting weeds from the trenched area after 10 to 15

days of its flooding with water including disposal ofuprooted vegetation.

100sqm

4200 194.05 Rs.8,150.10

4 23.7 Fine dressing the ground 100sqm

4338 145.90 Rs.6,329.14

5 23.8 Spreading of sludge, dump manure or/and good earth inrequired thickness (Cost of sludge, dump manure or/ andgood earth to be paid separately).

cum 50 21.00 Rs.1,050.00

6 23.9 Mixing earth and sludge or manure in proportion specifiedor directed.

cum 50 14.35 Rs.718.00

7 23.10 Grassing with ‘Doob’ grass including watering andmaintenance of the lawn for 30 days or more till the grassforms a thick lawn free from weeds and fit for mowingincluding supplying good earth if needed (the good earthshall be paid for separately).

23.10.2 In rows 7.5 cm apart in either direction. 100sqm

4338 528.10 Rs.22,908.98

8 23.12 Uprooting rank vegetation and weeds by digging the areato a depth of 60cm removing all weeds and other growthwith roots by forking repeatedly, breaking clods, roughdressing, flooding with water, uprooting fresh growthsafter 10 to 15 days and then fine dressing for plantingnew grass, including disposal of all rubbish with all leadsand lifts.

100sqm

2000 2402.55 Rs.48,051.00

9 23.13 Preparation of beds for hedging and shrubbery byexcavating 60cm deep and trenching the excavated baseto a further depth of 30cm, refilling the excavated earthafter breaking clods and mixing with sludge or manure inthe ratio of 8:1 (8 parts of stacked volume of earth afterreduction by 20% : one part of stacked volume of sludgeor manure after reduction by 8%), flooding with water,filling with earth if necessary, watering and finally finedressing, levelling etc. including stacking and disposal ofmaterials declared unserviceable and surplus earth byspreading and levelling as directed, within a lead of 50mlift upto 1.5 m complete (cost of sludge, manure or extraearth to be paid for separately).

cum 50 87.50 Rs.4,375.00

10 23.16 Providing and fixing M.S. flat iron tree guard 60cm dia.and 2m height above ground level formed of 4 nos.25x6mm and 8 nos. 25x3mm vertical M.S. flats rivetted to3 nos. 25x6mm M.S. flat iron rings in two halves, boltedtogether with 8mm dia. and 30mm long bolts includingpainting two coats with paint of approved brand andmanufacture over a coat of priming, complete in allrespects.

nos 100 2580.60 Rs.258,060.00

Total = Rs.448,517.22

Page1

Internal drainageSl. DSR Unit Qnty Rate AmountNo. No Rs. Rs.1 17.35 Providing and fixing soil, waste and vent pipes :

17.35.1 100 mm dia.17.35.1.1 Sand cast iron S&S pipe as per IS: 1729. metre 400 734.30 293720.00

2 17.37 Providing and fixing M.S. holder-bat clamps ofapproved design to Sand Cast iron/cast iron (spun)pipe embedded in and including cement concreteblocks 10x10x10cm of 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20mmnominal size) including cost of cutting holes andmaking good the walls etc. :

17.37.1 For 100 mm dia. Pipe each 110 112.50 12375.003 17.38 Providing and fixing bend of required degree with

access door, insertion rubber washer 3 mm thick,bolts and nuts complete.

17.38.1 100 mm17.38.1.1 Sand cast iron S&S as per IS - 1729 each 50 310.30 15515.00

4 17.39 Providing and fixing plain bend of required degree.


5 17.43 Providing and fixing single equal plain junction ofrequired degree with access door, insertion rubberwasher 3 mm thick, bolts and nuts complete.

17.43.1 100x100x100 mm17.43.1.1 Sand cast iron S&S as per IS - 1729 each 5 446.20 2231.00

6 17.56 Providing and fixing terminal guard:17.56.1 100 mm

17.56.1.1 Sand cast iron S&S as per IS - 1729 each 15 240.60 3609.007 17.57 Providing and fixing collar:


8 17.58 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings ofdiameter:

17.58.1 100 mm each 38 207.85 7898.009 17.60 Providing and fixing trap of self cleansing design

with screwed down or hinged grating with or withoutvent arm complete, including cost of cutting andmaking good the walls and floors :

17.60.1 100 mm inlet and 100 mm outlet17.60.1.2 Sand Cast iron S&S as per IS: 1729. each 50 651.85 32593.00

10 17.61 Cutting chases in brick masonry walls for followingdiameter sand cast iron/ centrifugally cast (spun)iron pipes and making good the same with cementconcrete 1:3:6 ( 1 cement : 3 coarse sand :6 gradedstone aggregate 12.5 mm nominal size ) includingnecessary plaster and pointing in cement mortar 1:4(1 cement : 4 coarse sand) :

17.61.1 100 mm dia. metre 50 252.10 12605.0011 17.65 Painting sand cast iron/ centrifugally cast (spun) iron

soil, waste vent pipes and fittings with paint of anycolour such as chocolate grey, or buff etc. over acoat of primer (of approved quality) for new work :

17.65.1 100 mm diameter pipe metre 77 28.75 2214.0012 18.76 Cutting holes upto 30x30 cm in walls including

making good the same :

Item of works


Item of works

18.76.1 With F.P.S. bricks. each 20 152.00 3040.00


Item of works

13 18.78 Making chases upto 7.5x7.5 cm in walls includingmaking good and finishing with matching surfaceafter housing G.I. pipe etc.

metre 150 63.60 9540.00

Total= 403263.00

Page1INTERNAL ROAD WORK

Sl. DSR Unit Qnty Rate No. No Rs. 1 16.1 Preparation and consolidation of sub grade with power road

roller of 8 to 12 tonne capacity after excavating earth to anaverage of 22.5 cm. depth, dressing to camber andconsolidating with road roller including making good theundulations etc. and re-rolling the sub grade and disposalof surplus earth lead upto 50 metres.

sqm 1500.00 61.25

2 16.2 Extra for compaction of earth work in embankment underoptimum moisture conditions to give at least 95% of themaximum dry density (proctor density).

cum 750.00 7.75

3 16.3 Supplying and stacking at site.16.3.4 Over burnt (Jhama) brick aggregate 120 mm to 40 mm. cum 175.00 493.9016.3.5 Over burnt (Jhama) brick aggregate 90 mm to 45 mm. cum 175.00 528.7516.3.8 Red bajri cum 75.00 1147.1016.3.9 Good earth. cum 550.00 260.70

4 16.5 Laying water bound macadam sub-base with brickaggregate and blinding material, earth etc. includingscreening, sorting and spreading to template andconsolidation with light power road-roller etc. complete.(payment for brick aggregate and moorum etc. to be madeseparately)

16.5.1 Over burnt (Jhama) brick aggregate 120 mm to 40 mm. cum 202.50 246.3516.5.2 Over burnt (Jhama) brick aggregate 90 mm to 45 mm. cum 202.50 246.35

5 16.31 Providing and applying tack coat using bitumen emulsion(Rapid Setting) complying with IS 8887-1995, spraying thebitumen emulsion with mechanically operated spray unit,cleaning and preparing the existing road surface as perspecifications :

16.31.1 On W.B.M @ 0.4kg/sqm. sqm 1800.00 14.256 16.41 Providing and laying seal coat over prepared surface of

road with bitumen heated in bitumen boiler fitted with thespray set spraying using 98 kg of bitumen of grade 80/100and blinding surface with 0.90cum of stone aggregate of6.7 mm size (Passing 11.2mm sieve and retained on2.36mm sieve) per 100 sum of road surface including rollingand finishing with power road roller all complete.

sqm 1800.00 80.15

7 16.57 Providing and laying Bituminous concrete using crushedstone aggregates ofspecified grading,premixed withbituminous binder and filler, transporting the hot mix to worksite by trippers ,lauing with paver finisher equiped withelectronic sensor to the required grade, level and alignmentand rolling with smooth wheeled, vibratory andtandemrollers to achiev the desired compaction and density as perspecification, complete and as per directions of Engineer- in-Charge.

16.57.1 40 mm/50mm compacted thickness with bitumen of gradeVG-30 @ 5.5% (percentage by weight of total mix)and limefiller @3% (percentage by weight of aggregate).prepared inBatch Type Hot Mix Plant of 100-120 TPH capacity

cum 45.00 9077.05

8 16.68 Providing and laying 60mm thick factory made cementconcrete interlocking paver block of M -30 grade made byblock making machine with strong vibratory compaction andof approved size and design/ shape laid in required colourand pattern over and including 50mm thick compacted bedof course sand, filling the joints with coarse sand etc. allcomplete as per the direction of Engineer-in-charge.

sqm 1400.00 536.65

Item of works

Page2Sl. DSR Unit Qnty Rate No. No Rs.

Item of works

Total=

Page3

AmountRs.

91875.00

5813.00

86433.0092531.0086033.00

143385.00

49886.0049886.00

25650.00144270.00

408467.00

751310.00

Page4Amount

Rs.1935539.00

Page1

Sl. No.

DSR 2012 No.


1 INTERNAL WIRING1 1.3.3 Ratres only ISI marked M.S. counuit, FR PVC

insulated cooper conductor single core cables,moulded plate type swiches in passivated box andFR PVC insulated earth wire have been taken inthe following items unless otherwise specified andas per specification.wiring for Light point/Fan point/Exhaust fan point/call bell point with 1.5 sq.mm FR PVC insulatedcopper conductor single core cable in surface/recessed steel conduit, with moduler swith,modouler plate, suitable GI box and earthing thepoint with 1.5 Sq. mm FR PVC insulated copperconductor single core cable etc. as recuired.A) GROUP -CWiring for light/power puug point with FR PVCinsulated copper conductor single core cable insurface/recessed steel conduit along with FR PVCinsulated copper conductor single core cable forloop earthing as required.

point 325 Rs.937.00 Rs.304,525.00

2 1.7 wiring for Light point/Fan point/Exhaust fan point/call bell point with 1.5 sq.mm FR PVC insulatedcopper conductor single core cable in surface/recessed steel conduit, with moduler swith,modouler plate, suitable GI box and earthing thepoint with 1.5 Sq. mm FR PVC insulated copperconductor single core cable etc. as recuired.

1.7.1 2x 1.5 sq.mm + 1 x 1.5 sq.mm earth wire Metre 725 Rs.173.00 Rs.125,425.003 1.5 wiring for Light power plug point with 2 x 4 sq.mm

FR PVC insulated copper conductor single corecable in surface/ ecessed steel conduit alongwith 1no. sq.mm FR PVC insulated copper conductorsingle core cable for loop earthing as required.

Metre 520 Rs.230.00 Rs.119,600.00

4 1.7.4 Wring for light/power plug point with 2 x 6 sq.mmFR PVC insulated copper conductor single corecable in surface/recessed steel condiut along with1 no. 6 sq. mm FR PVC insulated copperconductor single cose cable for loop earthing asrequired.

Metre 185 Rs.298.00 Rs.55,130.00

Page2

Sl. No.

DSR 2012 No.


5 1.31 Supplying and fixing suitable size GI box withmodular plate and cover in front of suitable or inrecss, including providing and fixing 3 pin 5/6amps modulear socket outlet and 5/6 ampsmodulear socket outlet and 5/6 amps modulearswitch, connection, painting etc. as recuired/ (Forlight plugs to be used in non residential buildings)

Each 52 Rs.288.00 Rs.14,976.00

6 1.32 SUPPlying and fixing suitable size GI box withmodular plate and cover in front of suitable or inrecss, including providing and fixing 6 pin 15/16 &5/6 amps modulear socket outlet and 5/6 ampsmodulear socket outlet and 15/16 amps modulearswitch, connection, painting etc. as required.

Each 34 Rs.366.00 Rs.12,444.00

7 1.7 Wiring for circuit/ summain wiring along with earthwire with the following size of FRPVC insulatedcopper conductor, single core cable insurface/recessed steel conduit as recuired

Metre 445 Rs.198.00 Rs.88,110.00

1.7.2 a) 2 x 2.5 sqmm + 1 x 2.5 sqmm Earth wire8 [

2.18(page-

14)]+[2.15.1(page-14])-[

2.10.2(page-

13]

Supplying and fixing 20 Amps, 240 volts, SPNindustrial type , socket outlet, with 2 pole, andeartgh, metal enclosed plug top along with 20amps 2 pole ELCB in steel enclosure, on surfaceon inrecess with chained metacover for the socketout let and complete with connections, teating andcommissioneing etc. as required.

Metre 15 Rs.2,005.00 Rs.30,075.00

b) 20A, 3 pin socket outlet controlled by 20A 2PELCB.

Total = Rs.750,285.00

Page1

Sl. No.

DSR2012 No.


1 6.2 Providing and fixing of linding conductor final,made of 25 mm dia 300mm, long GI tube,having singe prong at top with 85mm dia6mm thik, GI base plate, including holes etc.complete as required

Set 15 326.00 Rs.4,890.00

2 6.7 Providing and fixing GI tap 20mm. X 3mm.Thik on para pet or surface of wall forlightining conductor as required

Meter 485 58.00 Rs.28,130.00

3 6.8 Providing and fixing GI tap 20mm. X 3mm.Thik on para pet or surface of wall forlightining conductor as required.(for verticalrun)

Meter 120 81.50 Rs.9,780.00

4 6.12 Providing and fixing testing joint, made of 20mm x 3 mm tick GI strip, 125 mm long with 4nos. brass bolts, nuts check nuts and springwashers etc, complete as required.

Set 16 58.50 Rs.936.00

5 6.14 Providing and fixing GI tap 32mm. X 6mm.Thik FROM EARTH ELECTRODE DIRECTLYIN GROUND AS REQUIRED

Meter 180 125.00 Rs.22,500.00

6 5.4 Earthing with GI Earth plate 600 mm x 600mm x 6 mm thick including accessories andproviding masonry enclosure with cover platehaving locking arrangement and watering pipeetc. with charcoal or coke and salt completeas required.

set 16 3996.00 Rs.63,936.00

Rs.130,172.00

LIGHITING PROJECTOR

TOTAL

Page1

2.0 PLAIN CEMENT CONCRETE WORKSl. DSR Rate AmountNo. No Rs. Rs.

1 Ana-6 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone

aggregate 40 mm nominal size). cum 115.00 5063.00 582245.002 Ana-7 cum 10.00 6886.57 68866.00

3 14.13 sqm 322.00 206.30 664.29

cost of the new tiles or brick excluded) within 50 metres lead.4 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1

cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth sqm 481.00 338.75 162939.00

Total= 814714.29


Applying a coat of residual petroleum bitumen of penetration 80/100 ofapproved quality using 1.7kg per square metre on damp proof courseafter cleaning the surface with brushes and finally with a piece of clothlightly soaked in kerosene oil.

Providing and laying cement Concrte in retaining walls, return walls (anythickness) including attached pilasters, columns, piers, abutmets, pillars,posts, struts, buttresses, string or lacing courses, parapets, coping bedblocks, anchor blocks, plain window sills, fillets etc upto floor five level,excluding the cost of centring, shuttering and finishing:1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mmnominal size)

Page1RAIN WATER RECHEARGED WELL


Note : Quantity given for one rain water harvestingre-charge pit only)

1 2.1 Earth work in excavation over areas ( excedding30cm in depth , 1.50 m in width as well as 10sqmon plan) including disposal of excavated earth leadupto 50 m and lift upto 1.5 m disposed earth to belevelled and neatly dressed. All kind of soil

A 2.1.1 All kind of soil sq.m 106 Rs.378.70 Rs.40,142.00B 2.26.1 Exrta for every additional lift of 1.5 m or part there

of in all kind of soilCum 180 Rs.34.60 Rs.6,228.00

2 2.25 filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layersnot exceeding 20 cm in depth, consoliddating eachdeposited layer by ramming and watering lead up to 50 m and lift upto 1.50 m

Cum 52.00 Rs.83.30 Rs.4,332.00

3 2.10.1.2 excavating trenches of required width for pipes,cables etc. including excavation fr stocks anddressing od sided, ramming of bottoms, depth up to1.5 mtrs including getting out the excavated soiland kind of soil/ pipes cables etc. exceeding 80mmdia but not exceeding 300 mm dia.

Rm 30.00 Rs.165.60 Rs.4,968.00

4 2.11 Extra for excavating trenches for pipes cables etc.in all kinds of soil for depth excavating 1.50m, butnot excedding 3m (rate is over fcoresponding basicitem for depth upto 1.5 metre).

Rm 30.00 Rs.136.89 Rs.4,107.00

5 Ana-6 providing and laying in position cement concrete ofspecified grade excluding the cost of centering andshuttering - All work upto plinth level(a) 1:4 8 ( 1 Cement : 4 coarse sand : 8 Gradedstone aggregate 40 mm nominal size)

Cum 2.00 Rs.5,063.00 Rs.10,126.00

6 Ana-1 providing and laying in position specified grade ofreinforced cement concrete excluding the cost ofcentering, shuttering, finishing and reinforcement-All work up to plinth level.1:1.5:3(1 cement :1.5 coarse sand :3 graded stoneaggregate 20 mm nominal size)

Cum 2.00 Rs.7,478.00 Rs.14,956.00

7 5.9 Centering and shuttering including strutting,propping etc. and removal of form for :

Page2


(a) 5.9.1Foundation, footing, bases of columns etc. for massconcrete.

Sq.m 43.00 Rs.166.90 Rs.7,177.00

(b) 5.9.14 Extra for shuttering in circular work( 20% ofrespective centering and shuttering items.

Sq.m 43.00 Rs.33.38 Rs.1,435.00

8 Ana-4 Reinforcement of R.C.C. work includingstraightening cutting bending, placing in positionand binding all complete.TMT Bars Kg 240.00 Rs.73.38 Rs.17,611.00

9 6.1 Brick work with bricks of class designation 70 infoundation and plinth in:

(a) 6.1.2 Cement morter 1:6 (1 cement : 6 fine sand) cum 10.00 Rs.7,515.00 Rs.75,150.0010 19.16 Providing orange colour safety foot rest of

minimum 6 mm thick plastic encapsulated as perIS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23mmx25mm and over all minimum length 263 mmand width as 165mm with minimum 112 mm spacebetween protruded legs having 2 mm tread on topsurface by ribbing or chequering besidesnecessary and adequate anchoring projections ontail length on 138 mm as per standard drawingand suitable to with stand the bend test andchemical resistance test as per specifications andhaving manufacture's permanent identificationmark to be visible even after fixing, including fixingin manholes with 30x20x15 cm cement concreteblock 1:3:6 (1 cement : 3 coarse sand : 6 gradedstone aggregate 20 mm nominal size) complete asper design.

nos 20 Rs.256.75 Rs.5,135.00

11 19.18 Supplying and fixing C.I. cover without frame formanholes :

19.18.3 560 mm diameter C.I. cover (heavy duty) theweight of the cover to be not less than 108 kg.

nos 2 Rs.5,289.10 Rs.10,578.00

12 NS Supplying and filling in plinth with coarse sand 1.5to 2.0 mm sand under floors including , wateringramming consolidating and dressing complete.

Cum 5 Rs.858.75 Rs.4,294.00

13 NS Supplying and filling of stone boulders 15-20 mmand down gauge.

Cum 5 Rs.5,625.00 Rs.28,125.00

14 NS 300 mm dia boring well - All kinds of soil. Rm 30 Rs.1,500.00 Rs.45,000.0015 NS 300 mm dia boring well - ordinary rock. Rm 5 Rs.2,250.00 Rs.11,250.0016 NS Providing and fixing 200 mm nominal dia PVC

ribbed screen Finolex pipe for recharged well withfittings complete conforming to DIN-4925.

Rm 25 Rs.1,875.00 Rs.46,875.00

17 NS Providing and laying fravels 5-10 mm and downgauge.

Cum 10 Rs.5,625.00 Rs.56,250.00

18 NS Providing Geo Textile cloth below coarse sandlayer.

Sqm 15 Rs.312.50 Rs.4,688.00

Total = Rs.398,427.00

Page1

Sl. DSR Rate AmountNo. No Rs. Rs.1 Ana-1 Providing and laying in position specified grade of reinforced

cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone

aggregate 20 mm nominal size) cum 118 7478.08 882413.002 5.9 Centering and shuttering including strutting, propping etc. and

removal of form for : A 5.9.1 Foundations, footings, bases of columns, etc. for

mass concrete. sqm 198 166.9 33046.00B 5.9.5 Lintels, beams, plinth beams, girders, bressumers and

cantilevers. sqm 1192 262.25 312602.00C 5.9.3 Suspended floors, roofs, landings, balconies and

access platform. sqm 23 311.2 7158.00D 5.9.4 Shelves (Cast in situ) sqm 25 311.2 7780.00E 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 614 365.6 224478.00F 5.9.2 Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc. sqm 70 285.15 19961.00G 5.9.7 Stairs, (excluding landings) except spiral-staircases. sqm 18 326.3 5873.003 Ana-2 Reinforced cement concrete work in walls (any thickness),

including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone

aggregate 20 mm nominal size) cum 40 7801.91 312076.004 Ana-3 Reinforced cement concrete work in beams, suspended floors,

roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5

coarse sand : 3 graded stone aggregate 20 mm nominal size). cum 90 7257.2 653148.005 Ana-4 Reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars. kg 29760 73.38 2183789.00

Total = 4642324.00


REINFORCEMENT CEMENT CONCRETE WORK

Page1

RETAINING WALLSl. DSR Unit Qnty Rate AmountNo. No Rs. Rs.1 2.6 Earth work in excavation by mechanical means (Hydraulic

excavator )/ manual means over areas (exceeding 30cm indepth. 1.5m in width as well as 10 sum on plan) includingdisposal of excavated earth, lead upto 50m and lift upto1.5m, disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum 44000.00 129.35 5691400.002 2.26 Extra for every additional lift of 1.5 m or part thereof in.

2.26.1 All kinds of soil. cum 4000 34.60 138400.003 Ana-6 Providing and laying in position cement concrete of specified

grade excluding the cost of centring and shuttering - All workupto plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate40 mm nominal size).

cum 60 5063.00 303780.00

4 5.9 Centring and shuttering including strutting, propping etc. andremoval of form for :


sqm 190 166.90 31711.00

5.9.2 Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc.

sqm 700 285.15 199605.00

5 Ana-1 Providing and laying in position specified grade of reinforcedcement concrete excluding the cost of centring, shuttering,finishing and reinforcement - All work upto plinth level :


cum 113 7478.08 845023.00

6 Ana-2 Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and stringcourses, fillets, columns, pillars, piers, abutments, posts andstruts etc. upto floor five level excluding cost of centring,shuttering, finishing and reinforcement :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stoneaggregate 20 mm nominal size)

cum 150 7801.91 1170287.00

7 Ana-4 Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars. kg 36820 73.38 2701852.00Total= 11082058.00

Item of works

Page1

Sl. No. DSR No. Description of items Unit Qty. Rate Amount1 RO SYSTEM1 NS Supply, installation & commissioning of water

treatment plant 200 LPH capacity compresingRO treatment, Iron removal filter, Anti scalantdising & PH correction system with followingspecifications complete in all respect.Permeate Flow 200 LPHFeed Flow 1000LPHFeed Pressure(MAX 14 Kg/Cm2motor rating 1.0 HP No. of Membrane 1 No.Type of Membrane 1 No.Type of Membrane TFCsize of Membrene 4.0DMF inlet pressure max 3.0 Kg/Cm2No. of Pr. Tubes 1 No.Cartridge Filter size 10"recovery 20-25%

Each 1 Rs.411,156.25 Rs.411,156.00

Total = Rs.411,156.00

RO WATER PLANT & IRON REMOVAL PLANT

Page1

Sanitary WorkSl. DSR Unit Qnty Rate AmountNo. No Rs. Rs.1 17.1 Providing and fixing water closet squatting pan (Indian type

W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litrelow level white P.V.C. flushing cistern with manuallycontrolled device (handle lever) conforming to IS : 7231,with all fittings and fixtures complete including cutting andmaking good the walls and floors wherever required :

17.1.1 White Vitreous china Orissa pattern W.C. pan of size580x440mm with integral type foot rests.

each 3 2964.10 8892.00

2 17.3 Providing and fixing white vitreous china pedestal typewater closet (European type) with seat and lid, 10 litre lowlevel white vitreous china flushing cistern & C.P. flush bendwith fittings & C.I. brackets, 40mm flush bend, overflowarrangement with specials of standard make and mosquitoproof coupling of approved municipal design completeincluding painting of fittings and brackets, cutting andmaking good the walls and floors wherever required :

17.3.1 W.C. pan with ISI marked white solid plastic seat and lid. each 6 4220.80 25325.00

3 17.7 Providing and fixing wash basin with C.I. brackets, 15 mmC.P. brass pillar taps,32 mm C.P. brass waste of standardpattern, including painting of fittings and brackets, cuttingand making good the walls wherever require :

17.7.3 White Vitreous China Wash basin size 550x400 mm with apair of 15 mm C.P. brass pillar taps.

each 13 1679.95 21839.00

4 17.10 Providing and fixing Stainless Steel A ISI 304 (18/8)kitchen sink as per IS 13983 with C.I. brackets andstainless steel plug 40 mm including painting of fittings andbrackets, cutting and making good the walls whereverrequired :

17.10.1 Kitchen sink with drain boardA 17.10.1.1 510x1040 mm bowl depth 250mm. each 2 6743.55 13487.00B 17.10.2.3 470x420 mm bowl depth 178 mm. each 2 2888.95 5778.005 17.32 Providing and fixing mirror of superior glass (of approved

quality) and of required shape and size with plasticmoulded frame of approved make and shade with 6 mmthick hard board backing :

17.32.2 Rectangular shape 453x357mm nos 13 598.30 7778.006 17.73 Providing and fixing PTMT towel rail complete with

brackets fixed to wooden cleats with CP brass screws withconcealed fitting arrangement of approved quality andcolour.

17.73.1 450MM long towel rail with total length of 495mm, 78mmwide and effective height of 88mm, weighing not less than170gms.

nos 10 375.70 3757.00

7 17.70 Providing and fixing PTMT Bottle Trap for Wash basin andsink.

17.70.1 Bottle trap 31mm single piece moulded with height of270mm, effective length of tail pipe 260mm from the centreof the waste coupling 77mm breadth with 25mm minimumwater seal, weighing not less than 260gms.

nos 13 403.30 5243.00

8 17.72 Providing and fixing PTMT towel ring trapezoidal shape215mm long, 200mm wide with a minimum distances of37mm from wall face with concealed fittings arrangementof approved quality and colour. Weighing not less than 88gms.

nos 13 169.85 2208.00

Item of works


Item of works

9 17.4 Providing and fixing white vitreous china flat back or wallcorner type lipped front urinal basin of 430x260x350mmand 340x410x265mm sizes respectively with automaticflushing cistern with standard flush pipe and C.P. brassspreaders with brass unions and G.I clamps complete,including painting of fittings and brackets, cutting andmaking good the walls and floors wherever required :

17.4.3 Range of three urinal basins with 10litre white P.V.C.automatic flushing cistern.

each 1 6229.90 6230.00

10 18.52 Providing and fixing C.P. brass stop cock (concealed) ofstandard design and of approved make conforming toIS:8931.�

18.52.1 15 mm nominal bore. each 16 426.55 6825.0011 17.34 Providing and fixing toilet paper holder :

17.34.1 C.P. brass each 8 250.95 2008.0012 18.49 Providing and fixing C.P. brass bib cock of approved

quality conforming to IS:893118.49.1 15 mm nominal bore. each 14 397.50 5565.00

13 18.50 Providing and fixing C.P. brass long nose bib cock ofapproved quality conforming to IS standards and weighingnot less than 810 gms.�

18.50.1 15 mm nominal bore. each 14 411.40 5760.0014 18.51 Providing and fixing C.P. brass long body bib cock of

approved quality conforming to IS standards andweighing not less than 690 gms.�

18.51.1 15 mm nominal bore each 4 430.60 1722.0015 18.53 Providing and fixing C.P. brass angle valve for basin mixer

and geyser points of approved quality conforming toIS:8931

18.53.1 15 mm nominal bore each 49 449.35 22018.0016 NS Providing and fixing CP brass shower fittings comprising of

all mixure of half turn fittings- one overhead pressure adjustable shower with shower arm and wall flange, two concealed stop cocks with wall flange, one four way diverter, one bath spout with wall flange including cutting and making good the walls where required.

each 4 7500 30000.00

Total = 174435.00

Page1


CIVIL WORKS

1 Earthwork Rs. 1,521,971.20

2 Plain Cement Concrete work Rs. 814,714.29

3 Reinforced Cement Concrete work Rs. 4,642,324.00

4 Brickwork #REF!

5 Roofing & Steel work Rs. 7,017,132.00

6 Flooring Rs. 1,223,124.00

7 Stone work Rs. 28,388.00

8 Woodwork Rs. 564,381.00

9 Finishing work Rs. 830,431.00

10 Sanitary work Rs. 174,435.00

11 Internal drainage Rs. 403,263.00

12 Filtred water supply with distribution Rs. 280,084.00

13 Unfiltred water supply with distribution Rs. 127,263.00

14 External drainage Rs. 493,137.00

15 Internal Road work Rs. 1,935,539.00

16 External Road work Rs. 188,063.00

17 Underground water tank Rs. 2,151,629.00

18 Storm water drain Rs. 4,360,440.00

19 Retaining wall Rs. 11,082,058.00

Total = #REF!

CONSTRUCTION OF 1 NO. OF COMPANY LEVEL BOP ALONG INDO BANGLADESH BORDER IN THE STATE OF MIZORAM AT BALUKIASURI, LUNGLEI DISTRICT

SUMMARY CIVIL WORKS

Page1

Sl. No. DSR No. Description of items Unit Qty. Rate Amount1 SOLAR BACKUP SYSTEM1 NS Providing and installation complete solar

complete solar energy system of 5 kw capacitycomprising of solar plants, 10 nos. of tubularbatteries (150 AH) complete in all respect withrequired panel, converter etc. as per design,drawing and specification.

JOB 1 Rs.2,406,250.00 Rs.2,406,250.00

MOVABLE FIXTURES1 NS Supplying single bed of size 6" x 3" size with

steel frame and 12 mm thick ply top vompleteas per approved design.

Each 40.00 Rs.2,187.50 Rs.87,500.00

2 NS Supplying steel almirah size 1980 x 910 x 480mm size with 4 shelvesmade up of 20 gaugebody and 18 gauge shutter with lock complete in all respects as per approved design.

Each 40.00 Rs.10,625.00 Rs.425,000.00

Total = Rs.512,500.00

Page1

STEEL WORK & ROOFING WORKSl. DSR Rate AmountNo. No Rs. Rs.1 10.6 Supplying and fixing rolling shutters of approved make, made of

required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters.10.6.1 80x1.25mm M.S. laths with 1.25 mm thick top cover. sqm 20 1840.85 36817.00

2 10.7 Providing and fixing ball bearing for rolling shutters. each 3 429.85 1290.003 10.8 Extra for providing mechanical device chain and crank operation for

operating rolling shutters.A 10.8.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area. sqm 2 627.35 1255.00B 10.8.2 Exceeding 16.80 sqm in area. sqm 1 662.20 662.004 10.11 Providing and fixing factory made ISI marked steel glazed doors,

windows and ventilators side /top /centre hung with beading and all members such as K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted with 15x3mm lugs, 10cm long, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and a priming coat of approved steel primer excluding the cost of other fittings except necessary hinges or pivots complete as per approved design. (Sectional weight of only steel members shall be measured for payment without weight of glass & other fittings.) kg 4000 96.30 385200.00

5 10.12 Extra for providing and fixing steel beading of approved shape and section with screw instead of glazing clips and metal sash putty in steel doors, windows, ventilators and composite units. metre 325 29.25 9506.00

6 10.13 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with dash fastener or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. kg 1080 73.30 79164.00

7 10.15 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with L-Type section made of 1.60mm thick M.S. Sheet, joints mitred and welded and grinded finish with profiles of required size with 15x3mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primers. kg 50 121.45 6073.00

8 10.16 Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.10.16.1 Hot finished welded type tubes. kg 61545 85.16 5241172.00

9 12.50 sqm 1254 601.75 754595.0010 12.51

12.51.1 metre 500 620.75 310375.0012.51.2 metre 200 602.50 120500.00

11 12.45 Providing and fixing at all height false ceiling including providing and fixing of frame work made of special sections power pressed from M.S.

Flashings/ Aprons.( Upto 600 mm)


Providing and fixing pre quoted galvanised iron profile sheets(size, shape Providing and fixing precoated galvanised steel sheet roofing12.51.1 Ridges plain (500 - 600mm)

Page2Sl. DSR Rate AmountNo. No Rs. Rs.Item of works Unit Qnty

sheet and galvanised in accordance with zinc coating of grade 350 as

Page3Sl. DSR Rate AmountNo. No Rs. Rs.Item of works Unit Qnty

per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick button wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawing and specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.45.1 12.5 mm thick tapered edge gypsum board conforming to

IS: 2095- Part I. sqm 102 691.40 70523.00Total= 7017132.00

Page1

stone workSl. DSR Rate AmountNo. No Rs. Rs.1

8.1 Marble work gang saw cut (polished and machine cut) of thickness 18mm for wall lining (veneer work) in cement mortar 1:3 (1 cement : 3 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade: (To be secured to the backing by means of cramps, which shall be paid for separately). 8.1.1.2 Raj Nagar Plain white marble(Area of slab over 0.50 sqm) sqm 10 2314.1 23141.00

2 8.3 Extra for providing edge moulding to 18mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.8.3.1 Marble work metre 18 105.7 1903.00

3 8.4 Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. metre 18 185.8 3344.00

Total = 28388.00


Page1STORM WATER DRAIN

Sl. DSR Unit Qnty Rate AmountNo. No Rs. Rs.1 NS Constructing brick masonnary open surface drain of

class designation 75 in cement mortar 1:4 ( 1 cement:4 fine sand including earth excavation, 10 cm thickbed concrete 1:5 10(1 cement : 5 fine sand : 10graded stone aggr. 40 mm nominal size) and 2 mmthick cement concrete 1:2 4 ( 1 cement : 2 coarsesand : 4 graded stone aggr 12.5 mm nominal size )for filling haunches including 12 mm cement plaster1:4 (1 cement : 4 coarse sand ) with a floating coat ofneat cement inside the drain, its top and exposedside including disposal of surplus earth complete asper standard design : 45 cm average depth withF.P.S. bricks as per drawing.

Cum 1253.00 3480.00 4360440.00

Total = 4360440.00

Item of works

Page1


1 CIVIL WORKS Rs. 43,673,465.20

2 MISCELLANEOUS WORK Rs. 7,994,660.22

3 ELECTRICAL WORKS Rs. 5,169,223.00

Sub Total = Rs. 56,837,348.42

Say, Rs. 56,837,348.00

CONSTRUCTION OF 1 NO. OF COMPANY LEVEL BOP ALONG INDO BANGLADESH BORDER IN THE STATE OF MIZORAM AT SILKUR-II, LUNGLEI DISTRICT

SUMMARY OF COST

(Rupees Five Crore Sixty Eight Lakh Thirty Seven Thousand Three Hundred & Forty Eight) only

Page1SUPPLY OF FANS & LIGHT FIXTURES

Sl. No.


1 Supply and installation of following typefluorescent/CFLfixture shall be complete withElectronic Ballast PF improve capacitor,control gear box, Bipin rotor type lampholder, starter starter base all pre wired uptoterminal block. All fixtures shall be suppliedwith lamp (make Philippe's , equivalent/wipro.thron)

NS 2 x 36 W mirror optic surface type florocentfixture make philipes cat-tcs 306/236 HF

Each 18 Rs.2,599.00 Rs.46,782.00

NS 2 x 36 indestrual type florocent fixture makephilips cat-TKC-203/236 HF

Each 18 Rs.2,050.00 Rs.36,900.00

NS 1 x 36 W industril type florocent fixture makephilips cat-TKC-203/136 HF

Each 110.00 Rs.1,522.00 Rs.167,420.00

NS 2 x 11 W CFL W/B fixture make philips-FMS-200/211

Each 10.00 Rs.686.00 Rs.6,860.00

NS 1 x36 W box type florocent fixture makephilips cat-TMC 501/136HF

Each 20.00 Rs.915.00 Rs.18,300.00

NS 1 x 10 W CFl secessd typw fixtue makephilips FBS -150/110/

Each 10.00 Rs.1,127.00 Rs.11,270.00

NS 2 x 11 SURFACE fixture make philips fixturemake philips FBS-150/110

Each 8.00 Rs.1,185.00 Rs.9,480.00

NS 2 x 11 w CFL SURFACE fixture make PhilipsFCS-518/211

Each 6.00 Rs.1,185.00 Rs.7,110.00

NS 1 x 13 W CFL bulk head fixture make Decion -09 SZ

Each 12.00 Rs.1,572.00 Rs.18,864.00

NS Supplying and fixing 1 x 26 W CFL hanginglight type with ballast for light of Prismatticdecobay luminaire inckluding interconnections with etc. of Philips-FPK-5501XPLC 26 W HF-PR

Each 8.00 Rs.5,072.00 Rs.40,576.00

NS 2 x 36 W box type florocent fixture makephillips CAT - TMC 501/236

Each 12.00 Rs.1,114.00 Rs.13,368.00

NS Suppling abd fixing of 1400M.M. sweepchiling fan with 300/600/900m.m. standerddown road and electrical connection asrequred etc

Each 52.00 Rs.1,634.00 Rs.84,968.00

NS Suppling abd fixing of 900M.M. sweep chilingfan with 300/600/900m.m. standerd downroad and electrical connection as requred etc

Each 5.00 Rs.1,579.00 Rs.7,895.00

Supply and instalation of havey duty typeexhaust fan of following size sweep withgravety louvers sutters inculding allacceessories / instalaton matterial requredmake , crom ton/ usha / havels

Page2

Sl. No.


NS 230mm sweep 900 rpm Each 14 1112.00 Rs.15,568.00NS 230mm sweep 900 rpm Each 2 2980.00 Rs.5,960.00

TOTAL= Rs.491,321.00

Page1TELEPHONE

Sl. No.


1 1.18.2 supplng drawng of 0.5 sqmm(2pair) FRPVCinsulated copper conductor unarmoredtelephone cable in existing surface recessedstill /PVC conduit as required

Meter 172 Rs.15.50 Rs.2,666.00

2 NS prividing fixing connecting and testing of 20pairsoldier less telephonetag box with powdercotted box (krone make) of required size boxwith hinged locable cover and claimed fordressing of wire ctc. as required

Set 1.00 Rs.2,475.00 Rs.2,475.00

3 NS providing fixing connencting and testing of20pair soldier less telephonetag box withpowder cotted box (krone make) of requiredsize box with hinged locable cover and claimedfor dressing of wire ctc. as required

Set 1.00 Rs.4,718.00 Rs.4,718.00

4 Providing fixing connencting and testing andcommissioning of zink passivated box withmoduled plate in recess or on surface moduledtype with following including all necessarymatterials etc. as required

1.24.6 &

1.27.1

a) 2pair telephone cord outlet RJ11 Each 41.00 Rs.182.00 Rs.7,462.00

NS b) Computer terminal RJ45 Each 6.00 Rs.1,257.00 Rs.7,542.005 1.20 Suppling and fixing of following sizes of still

condoit along with the accessories in surfacereaches including pinting in case of surfacecondoit or cutting and making good the same incase of recessed conduit as required as perspcification

1.20.1 a) 20mm. Dia MS conduit. swgMS conduit Meter 310.00 Rs.123.00 Rs.38,130.001.20.2 b) 25mm. Dia MS conduit. swgMS conduit Meter 150.00 Rs.143.00 Rs.21,450.00

TOTAL Rs.84,443.00

Page1

UNDERGROUND WATER TANKSl. DSR Unit Qnty Rate AmountNo. No Rs. Rs.

1 2.6 Earth work in excavation by mechanical means (Hydraulicexcavator )/ manual means over areas (exceeding 30cm indepth. 1.5m in width as well as 10 sum on plan) includingdisposal of excavated earth, lead upto 50m and lift upto1.5m, disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum 60 129.35 7761.002.26 Extra for every additional lift of 1.5 m or part thereof in.

2.26.1 All kinds of soil. cum 53 34.60 1834.002 Ana-6 Providing and laying in position cement concrete of

specified grade excluding the cost of centring andshuttering - All work upto plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size).

cum 28 5063.00 141764.00

3 5.9 Centring and shuttering including strutting, propping etc.and removal of form for :


sqm 11 166.90 1836.00

5.9.2 Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc.

sqm 307 285.15 87541.00

5.9.3 Suspended floors, roofs, landings, balconies and accessplatform.

sqm 150 311.20 46680.00

4 Ana-1 Providing and laying in position specified grade ofreinforced cement concrete excluding the cost of centring,shuttering, finishing and reinforcement - All work uptoplinth level :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stoneaggregate 20 mm nominal size)

cum 36 7478.08 269211.00

5 Ana-2 Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and stringcourses, fillets, columns, pillars, piers, abutments, postsand struts etc. upto floor five level excluding cost ofcentring, shuttering, finishing and reinforcement :


cum 25 7801.91 195048.00

6 Ana-3 Reinforced cement concrete work in beams, suspendedfloors, roofs having slope upto 15° landings, balconies,shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases upto floor five levelexcluding the cost of centring, shuttering, finishing andreinforcement with 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size).

cum 34 7257.20 246745.00

Ana-4 Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding allcomplete.Thermo-Mechanically Treated bars. kg 11400 73.38 836532.00

7 11.36 Providing and fixing Ist quality ceramic glazed wall tilesconforming to IS : 15622 (thickness to be specified by themanufacture ) of approved make in all colours, shadesexcept burgundy, bottle green, black of any size asapproved by Engineer-in-Charge in skirting, risers of stepsand dados over 12 mm thick bed of cement Mortar 1:3 (1cement : 3 coarse sand) and jointing with grey cementslurry @ 3.3kg per sum including pointing in white cementmixed with pigment of matching shade complete.

sqm 90 724.24 65182.00

Item of works


Item of works

8 19.19 Providing and fixing in position precast R.C.C. manholecover and frame of required shape and approved quality

19.19.4 EHD - 3519.19.4.1 Circular shape 560 mm internal dia. each 2 1529.65 3059.00

9 22.1 Providing and laying integral cement based treatment forwater proofing on horizontal surface at all depth belowground level for under ground structures as directed byEngineer-in-Charge and consisting of :�i) Ist layer of 22mm to 25mm thick approved and specifiedrough stone slab over a 25mm thick base of cementmortar 1:3 (1 cement : 3 coarse sand) mixed with waterproofing compound conforming to IS:2645 in therecommended proportion over the levelling course(levelling course to be paid separately). Joints sealed andgrouted with cement slurry mixed with water proofingcompound .�ii) 2nd layer of 25mm thick cement mortar 1:3 (1 cement :3 coarse sand) mixed with water proofing compound inrecommended proportions.�iii) Finishing top with stone aggregate of 10mm to 12mmnominal size spreading @ 8 cudm/sum thoroughlyembedded in the 2nd layer.

22.1.1 Using rough Kota stone. sqm 339 732.85 248436.00Total = 2151629.00

Page1UNFILTERED WATER SUPPLY WITH DISTRIBUTION.

Sl. DSR Unit Qnty Rate AmountNo. No Rs. Rs.1 18.12 Providing and fixing G.I. pipes complete with G.I.

fittings including trenching and refilling etc.�External work :

18.12.3 25 mm dia. nominal bore metre 100 209.40 20940.0018.12.4 32 mm dia. nominal bore metre 50 248.55 12428.0018.12.5 40 mm dia. nominal bore metre 50 294.20 14710.0018.12.6 50 mm dia. nominal bore metre 100 355.95 35595.00

2 18.17 Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) :

18.17.1 25 mm nominal bore each 5 372.95 1865.0018.17.2 32 mm nominal bore. each 4 450.90 1804.0018.17.3 40 mm nominal bore each 4 546.05 2184.0018.17.4 50 mm nominal bore each 2 780.60 1561.00

3 18.18 Providing and fixing ball valve (brass) of approvedquality, High or low pressure, with plastic floatscomplete :

18.18.3 25 mm nominal bore each 2 421.65 843.00

4 18.19 Providing and fixing gun metal non- return valve ofapproved quality (screwed end) :

18.19.4 50 mm nominal bore18.19.4.1 Horizontal each 2 936.35 1873.00

5 18.40 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :

18.40.3 25 mm diameter pipe metre 100 6.60 660.0018.40.4 32 mm diameter pipe metre 50 7.80 390.0018.40.5 40 mm diameter pipe metre 50 8.90 445.0018.40.6 50 mm diameter pipe metre 100 10.55 1055.00

6 18.41 Providing and filling sand of grading zone V orcoarser grade all-round the G.I. pipes in externalwork.

18.41.3 25 mm diameter pipe metre 100 56.95 5695.0018.41.4 32 mm diameter pipe metre 50 58.45 2923.0018.41.5 40 mm diameter pipe metre 50 59.20 2960.0018.41.6 50 mm diameter pipe metre 100 61.40 6140.00

7 18.46 Providing and fixing G.I. Union in G.I. pipe includingcutting and threading the pipe and making longscrews etc. complete (New work)

18.46.3 25 mm nominal bore each 5 154.45 772.0018.46.4 32 mm nominal each 5 189.30 947.0018.46.5 40 mm nominal bore each 4 229.95 920.0018.46.6 50mm nominal bore each 2 307.70 615.00

8 18.32 Constructing masonry Chamber 30x30x50 cm, insidewith 75 class designation brick work in cement mortar1:4 (1 cement : 4 coarse sand) for stop cock, with C. I.surface box 100x100 x75 mm (inside) with hingedcover fixed in cement concrete slab 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate20 mm nominal size) necessary excavationfoundation concrete 1:5:10 ( 1 cement : 5 fine sand:10graded stone aggregate 40mm nominal size) andinside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12mm thick finished with a floating coatof neat cement complete as per standard design :

18.32.1 With F.P.S. bricks each 5 908.95 4545.00

Item of works


Item of works

9 18.33 Constructing masonry Chamber 60x60x75 cm, insidewith 75 class designation brick work in cement mortar1:4 (1 cement : 4 coarse sand) for sluice valve, withC.I. surface box 100mm. top diameter, 160 mmbottom diameter and 180 mm deep (inside) withchained lid and RCC top slab 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20mmnominal size) necessary excavation foundationconcrete 1:5:10 (1 cement : 5 fine sand : 10 gradedstone aggregate 40 mm nominal size) and insideplastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick finished with a floating coatof neat cement complete as per standard design :

18.33.1 With F.P.S. bricks each 1 5392.90 5393.00Total = 127263.00

Page1

WATER PUMPING WORKSSl. No. DSR No. Description of items Unit Qty. Rate Amount

1 NS Providing and fixing horizontal single / multistagecentrifugal set with CI body, bronze impeller,stainless steel shaft and induction motormounted on common base drame, vibrationpads accessories complete as per specifications.

Water Lift Pump to Over Head TankType of Pump - Horizontal ( End Suction)Capacity - 200 LPMHead - 30 MH.P. - To suitMotor RPM - 2900 Set 2 Rs.68,750.00 Rs.137,500.00

2 NS Providing and fixing cast iron dual plate type non-return value ( as per Techni9cal specification)including nuts, bolts, 1.5 mm thick CAF gasketsheets, complete in all respects.50 NB

Each 2.00 Rs.10,000.00 Rs.20,000.00

3 Providing and fixing cast steel/ bronfe gum metalball valve as per IS, tested as per (PN:1.6)rating, including nuts, Minimum 1.5 mm thickCAF gasket sheets, complete in all respects

a NS 50NB Each 3.00 Rs.9,375.00 Rs.28,125.00b NS 65NB Each 3.00 Rs.11,875.00 Rs.35,625.004 NS Providing and fixing standard dial type pressure

gauge dia 100 mm with screwed Intel withisolation cock suitable for liquid gauge to showpressure up to (0-5) KG/Sqm.

Each 3.00 Rs.2,166.25 Rs.6,499.00

5 Providing & fixing GI pipes to :1239/3589 heavyclass including all fitting like anchor fastners,coupling, bends, elbows, tee, flanges etc.welding/theaded joint as required painting wuithone coat of red oxide primer and two or morecoats of synt.

a NS 65 mm Meter 12.00 Rs.1,687.50 Rs.20,250.00b NS 50 mm Meter 12.00 Rs.1,435.00 Rs.17,220.00c NS 40 mm Meter 10.00 Rs.1,187.50 Rs.11,875.006 NS Providing and fixing dust and vermin proof

cubical type motor control center for the pumpsmentioned in item no. 1. it is fabricated from 2mm thick CRCA sheet with stove enamelledfinish and comprising of :

Lot 2.00 Rs.93,750.00 Rs.187,500.00

a One incoming main MCCB if suitable ratingb one fully taped aluminium bas of suitable

capacity in separate bus-bar chamber.

Page2

Sl. No. DSR No. Description of items Unit Qty. Rate Amountc One MCCB/MPCB of suitable capacity and

rating for each pumps (mentioned in item No. 1)

d One no. fully automatic star delta/DOL starterwith push button and on/off indicating lights foreach pumps. (mentioned in item no.1)

e One rotary type auto/manual off selector switchfor each pumps along with duty selector switchbetween working & stand by

f One 144x144mm panel type voltmeter ofsuitable range with rotary selector switch forreading voltage between phases.

g One 144x144mm panel type amperetmeter ofsuitable range with rotary selector switch forreading ampere between phases for each pump.

h Provision of providing water levelcontroller/indicator interlocking for automaticoperation alongwith Relay/Modulus required foritems described in item no.2 of the schedule ofquantities is to be taken care of in the controlpanel.

i Appropriate etched plastic plate for eachstarter/switch

j Single phasing preventors one for each 3-phasemotor.

k NS Coloured coded internal wiring from incomoingmain to bus bar switch, geat, starters, metersindicating lamps complete in all respect.

Each 1.00 Rs.150,000.00 Rs.150,000.00

d Note: The rating of all switch gear must the HP of all pumps quoted and 20% space for spare to bekept in the pane.

7 NS Providing and fixing MS flanged connectionbronze Y type strainers with nuts with nuts, bolts,CAF gasket 2mm thick complete in all respect.

(a) 65NB Each 2.00 Rs.12,250.00 Rs.24,500.008 NS Mild steel (rubber lined) or FRP constructed

pressure vessel (as per IS:2825) dual meadiafiltre complete in all respects, ready for operationof capacity 9 cum per hour complete with dishedends, supporting legsand facing pad for pipeconnection complete.

Each 1.00 Rs.173,183.00 Rs.173,183.00

Page3

Sl. No. DSR No. Description of items Unit Qty. Rate Amount9 NS Mild steel (rubber lined) or FRP constructed

pressure vessel (as per IS:2825) iron removalfiltre complete in all respects, ready for operationof capacity 9 cum per hour complete with dishedends, supporting legsand facing pad for pipeconnection complete

Each 1.00 Rs.267,102.00 Rs.267,102.00

10 NS Medium pressure apring actuator type chemicaldosing pump with FRP body and interrnal parts,dispensing valves, foot , relief valves, miuntingplate, chemical tank of 250 litre capacitycomplete.

Each 2.00 Rs.3,902.00 Rs.7,804.00

Total = Rs.1,087,183.00

Page1

WOOD WORKSl. DSR Rate AmountNo. No Rs. Rs.1 9.21 Providing and fixing ISI marked flush door shutters conforming to IS: 2202

(Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges

with necessary screws. sqm 82 1578.3 129421.002 9.27 each 44 2835.35 124755.00

3 9.23 sqm 35 325.2 11382.00

4 9.40 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 9.40.1 2nd class teak wood 9.40.1.1 50x12 mm metre 240 98.4 23616.00

5 9.84 each 21 981.75 20617.00

6 9.96 Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 9.96.2 250x16 mm each 27 168.95 4562.00

7 9.97 Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete : 9.97.2 250x10 mm each 54 86.45 4668.009.97.3 200x10 mm each 54 71.05 3837.00

8 9.98 Providing and fixing aluminium pull bolt lock anodised ISI marked (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws bolts, nut and washers etc. complete. each 13 62.45 812.00

9 9.100 Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 9.100.1 125 mm each 108 62.5 6750.00

10 9.101 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. 9.101.1 Single rubber stopper each 54 28.6 1544.00

11 9.119 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge. metre 40 404.60 16184.00

Providing and fixing aluminium extruded section body tubular typeuniversal hydraulic door closer (having brand logo with ISI, IS : 3564,embossed on the body, door weight upto 36 kg to 80 kg and door widthfrom 701 mm to 1000 mm), with double speed adjustment with necessaryaccessories and screws etc. complete.


Providing and fixing wire gauge shutters using galvanized M.S. wiregauge of average width of aperture 1.4 mm in both directions with wireof dia 0.63 mm, for doors, windows and clerestory windows with hingesand necessary screws :9.27.1 35 mm thick shutters9.27.1.1 with ISI marked M.S. pressed butt hinges bright finishedof required size9.27.1.2.1 Second class teak wood

Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 9.20 and 9.21.

Page2Sl. DSR Rate AmountNo. No Rs. Rs.


12 9.120 sqm 13 2958.00 38454.00

13 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.

9.48.1 Fixed to steel windows by welding. Kg 1959 90.75 177779.00Total = 564381.00

Providing and fixing factory made panel PVC door shutter consisting offrame made out of M.S. tubes of 19 gauge thickness and size of 19 mmx 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frameshall have a coat of steel primers of approved make and manufacture .M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel ofsize 30 mm thickness, 70 mm width out of which 50 mm shall be flatand 20 mm shall be tapered in 45 degree angle on both side formingstyles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mmshall be flat and 20 mm shall be tapered in 45 degree on the inner sideto form top and bottom rail and 115 mm wide PVC sheet out of which75 mm shall be flat and 20 mm shall be tapered on both sides to formlock rail. Top, bottom and lock rails shall be provided both side of thepanel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet beprovided as gap insert for top rail & bottom rail, paneling of 5 mm thickboth side PVC sheet to be fitted in the M.S. frame welded/ sealed tothe styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVCsheet beading on inner side, and joined together with solvent cementadhesive. An additional 5 mm thick PVC strip of 20 mm width is to bestuck on the interior side of the 'C' Channel using PVC solvent adhesiveetc. complete as per direction of Engineer-in-charge, manufacturer'sspecification & drawing.9.120.2 30mm thick pre laminated PVC door shutters

Documents

Page1 CONSTRUCTION OF 1 NO. OF COMPANY LEVEL BOP ALONG INDO