MUNICIPAL CORPORATION OF GREATER MUMBAI … Department... · 2014-01-24 · municipal corporation of greater mumbai payment certificate directed

MUNICIPAL CORPORATION OF GREATER MUMBAI

Sanction No / PAYMENT CERTIFICATE

PAGE : 1 of 29

SCR NO & Date :

Work Order No :

WBS Element :

PaymentCertificate :

Project Name :

Contractor Name :

Work Commence Date :

Bill Start Period : Bill End Period :

Proj. Start Period : Proj End Period :

25.03.2013 15.06.2013

4100005676

RT1-13-026.014

1000541066

AC-102 IMPROVEMENT OF VARIOUS ROADS

RELCON INFRAPROJECTS LTD & MAHAVIR

19.08.2013

19.08.2013

AC-102

AC-102 T.J. Road

Upto Last Bill Current Bill

NO Activity No Rate Curr Unit Est. Qty Est. Amount ExecutedQty

Qty Amount Qty Amount

1CS-1 167.00 INR M3 1,650.000 275,550.00 43.000 0.000 0.00 43.000 7,181.00

Excavation upto 2.00 M (including for foundation ) in all types ofsoils, such as Earth, Marine Clay, Marshy Land, RunningSand, Garbage,Slush, Murum, Rock Boulders etc. as directed by Engineer. Therate includes pumping out water, backfilling,removing the rankvegetation and refilling the excavated materials within a lead of 150Mas directed including leveling,ramming etc complete, and measured from the edge of cutting including all lifts and stacking inlayers and removing thesurplus excavated materials to any distance asdirected {Records to be maintained properly}. The rate also includes supportingpublic utilities such as cables, drains servicespipes water mains, but shall not include the cost of shoring. Whereunshoredtrenches are allowed slope as specified shall be given.

2CS-2 191.00 INR M3 212.630 40,612.33 0.000 0.000 0.00 0.000 0.00

Excavation above 2M and upto 4M (including for foundation ) in alltypes of soils, such as Earth, Marine Clay, Marshy Land,Running Sand,Garbage, Slush, Murum, Rock Boulders etc. as directed by Engineer. The rate includes pumping out water,backfilling, removing therank vegetation and refilling the excavated materials within a lead of150M as directed includingleveling, ramming etc complete, and measured from the edge of cutting including all lifts and stackingin layers and removingthe surplus excavated materials to anydistance as directed {Records to be maintained properly}. The rate also includessupporting public utilities such as cables, drainsservices pipes water mains, but shall not include the cost ofshoring.Where unshored trenches are allowed slope as specified shall be given.

3CS-14-A 348.00 INR M3 2,500.000 870,000.00 85.000 0.000 0.00 85.000 29,580.00

EXCAVATION IN FOOTPATHS / ROAD CARRIAGEWAY OF ANY TYPE

4CS-18 13.00 INR M3

128,175.000

1,666,275.00 8,250.000 0.000 0.00 8,250.000 107,250.00

E.O. above for transporting beyond 3 km. for every 1 km. [Note : Priorsanction of Head of Deptt. should be taken iftransportation is to bedone at night i.e. between 8.00 p.m to 6 a.m. and the rateshould be reduced by 10%]

Prepared By : ( Kiran Damodar Bari )RT-CT-SE-19 Date: 30.10.2013


PAYMENT CERTIFICATE

PAGE : 2 of 29

Payment Certificate : 1000541066




5CS-42 3,522.00 INR M3 30.000 105,660.00 0.000 0.000 0.00 0.000 0.00

Providing and constructing Brick masonry 230 mm thick (IInd sort) inc.m. 1:4 including racking out the joints and curing etc.complete asdirected.

6FMR-1.13 8.00 INR SQM 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Levelling, watering & rolling by vibratory roller weighing not lessthan 10 tonnes & preparing the ground to the required grade& camberetc. complete as specified as directed by the Engineer as per road specifications.

7FMR-1.18 15.00 INR SQM 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Levelling, watering & rolling by vibratory roller IDD-22 weighing notless than 10 tonnes & preparing the ground to therequired grade &camber (only to be used for reinstatement for trench in road work) as per New Road Specifications.

8FMR-2.21 2,618.00 INR M3 607.780 1,591,168.04 22.000 0.000 0.00 22.000 57,596.00

Providing & laying, spreading & compacting graded crushedstoneagreegate to wet mix macadam satisfaction including premixingthematerial with water to OMC in mechanical mix (pug mill) carriage of mix material by tipper to site laying in uniform layerof 75mm (compactedthickness each)with sensor paver finisher on prepared subbase &compacting with vibratory roller (10 tonne)to achieve desireddensity including lighing, guarding barricating & maintenance ofdiversion etc. as directed by the Engineer,( Rebate for not usingsensor paver Rs. 14/- per sq.mt should be taken), as per MCGM RoadSpecifications clause no.240).)

9FMR-2.22 2,271.00 INR M3 850.000 1,930,350.00 23.000 0.000 0.00 23.000 52,233.00

Providing & laying, spreading & compacting specified crushed stone ingranular subbase course including premixing the materialin mechanicalmixer (pug) will carriage of mixed material laying in uniform layer of 100mm(compacted thickness each) with motorgrader onprepared murum surface & compacting with 10 tonne vibratory roller toachieve desired density including all material,labour, machinery, lighing barricating to all lifts & lead maintenance of diversion etc.complete (metal gradation from 90mm to75mm micron as per MCGM RoadSpecifications clause no.210).



PAYMENT CERTIFICATE

PAGE : 3 of 29





10FMR-3.14 923.00 INR SQM 300.000 276,900.00 0.000 0.000 0.00 0.000 0.00

Providing & fixing 80 mm thick interlocking unishape concrete pavers (monolithic- single layer precast concrete blocks) ofGrey cement colourin the carriageway having average crushing strength 50N/sq.m.m. as per technical specification, placed onaverage compactedthickness of 25 mm, uniformly graded river sand cushioning with propercompacting with mechanical compactorwith the proper level, grade and camber etc. complete as specified and as directed by theEngineer.

11FMR-3.16 240.00 INR SQM 200.000 48,000.00 0.000 0.000 0.00 0.000 0.00

Removing & fixing interlocking concrete pavers of 80 mm thick, havingof any size, shape and colour considering 10% breakagearea of paverblock while removing same from position and replaced same by new paver blocks having average crushing strengthnot less than 50N/mm² placed on uniformly graded river sand cushioning of averagecompacted thickness 25 mm properlycompacted with mechanical compactor with required level, grade and camber etc. complete asspecified and as directed by theEngineer.

12FMR-3.17 323.00 INR SQM 500.000 161,500.00 0.000 0.000 0.00 0.000 0.00

Removing & fixing interlocking concrete pavers of 60 mm thick, havingof any size, shape and colour considering 10% breakagearea of pverblock while removing same from position and replaced same by new paver blocks having average crushing strengthnot less than 40N/mm² placed on uniformly graded river sand cushioning of averagecompacted thickness 25 mm properlycompacted with mechanical compactor with required level, grade and camber etc. complete asspecified and as directed by theEngineer.



PAYMENT CERTIFICATE

PAGE : 4 of 29





13FMR-3.22 929.00 INR SQM 2,500.000 2,322,500.00 0.000 0.000 0.00 0.000 0.00

Providing & fixing in the footpath, 60 mm thick Lacquer coated (Reflective) interlocking gray cement concrete pavers in red (TerraCotta) Black, Brown, Lemon Yellow or any colour with vermeticular or any antiskid texture on top surface of approvedpattern/ shape andcolour having average crusting strength 40 N/mm² manufactured indouble layer precast concrete blocks. Thetop layer of paver block should be 12 to 15 mm thick and consist cubical shape stoneaggregate 8 mm size sieve 100% passingand retain on 4.75 mm size sieve, silica sand and with pure iron oxide ultra voilete stabilized pigment @ 5% by weight ofcement and should be coated with lacquerhaving hard, high abrasive resistance and water repellent. The bottomlayer should be45 to 48 mm thick having 12 mm size sieve 100% passing aggregate as per technical specification placed onuniformly gradedriver sand cushioning of average compacted thickness25 mm properly compacted with mechanical compactor with require

14FMR-3.24 1,093.00 INR SQM 400.000 437,200.00 0.000 0.000 0.00 0.000 0.00

Providing & fixing in the carriageway 80 mm thick gray cement concreteLacquer coated ( Reflective) interlocking pavers inred ( Terra Cotta) Lemon Yellow, Bright Yellow or any colour with vermeticular or any antiskid texture on top surface ofapproved pattern/ shapeand colour having average crusting strength 50N/mm² manufactured indouble layer precast concreteblocks the top layer of paver block should be 12 to 15 mm thick and consist cubical shape stoneaggregate 8 mm sieve 100%passing and retained on 4.75 mm size sieve ,silica sand and with pure iron oxide ultra voilete stabilized pigment @ 5% byweight of white cement and should be coated withlacquer having hard, high abresive resistance and water repellent. Thebottomlayer should be 65 to 68 mm thick having 12 mm sieve 100% passing aggregate as per technical specification placed onaveragecompacted thickness of 25 mm uniformly graded river sand cushioningwith proper capacity with mechanical compactor withproper l

15FMR-4.02 259.00 INR MTR 600.000 155,400.00 470.000 0.000 0.00 470.000 121,730.00

Removing & resetting kerb stones in 1:2 C.M. on new R.M.C.M-10 C.C. bed 15 cm, thickincluding filling the joints with1:2 C.M. pointing, curing etc. complete.



PAYMENT CERTIFICATE

PAGE : 5 of 29





16FMR-4.07 323.00 INR MTR 600.000 193,800.00 0.000 0.000 0.00 0.000 0.00

Removing & resetting water tables 30 cm. wide on a new M-10 cement concrete bed 15 cm.thickincluding filling in the jointswith C.M.1:2 and cement pointing , curing including removing theold cement bed, curing etc. complete.

17FMR-5.20 63.00 INR SQM 3,500.000 220,500.00 0.000 0.000 0.00 0.000 0.00

Providing and applying PRIME COAT with CATIONIC BITUMEN EMULSION (SS) @7 to 12 Kg. of 10Sqmt. over prepared surface to receivebituminous mixby applying PRIMER with mechanical spray bitumen, including cleaning of road surface etc. completed, asdirected For LowPorosity surface (As per New Road Specifications Clause No. 313)

18FMR-5.27 19.00 INR SQM

25,000.000475,000.00 6,250.000 0.000 0.00 6,250.000 118,750.00

Providing and applying TACK COAT with bitumen 60/70 Pen bitumen @ 0.20to 0.25 Kg. of Sq.mt. over prepared surface to receivebituminous mixby applying TACK COAT with mechanical spray bitumen, including cleaning of road surface etc. completed, asdirected For NORMALBITUMINOUS SURFACES (As per New Road Specifications Clause No. 314)

19FMR-5.29 21.00 INR SQM 3,500.000 73,500.00 0.000 0.000 0.00 0.000 0.00

Providing and applying TACK COAT with bitumen 60/70 Pen bitumen @ 0.25to 0.30 Kg. of Sq.mt. over prepared surface to receivebituminous mixby applying TACK COAT with mechanical spray bitumen, including cleaning of road surface etc. completed, asdirected ForGRANULAR SURFACES Treated with PRIMER (As per New Road SpecificationsClause No. 314)

20FMR-5.46A 425.00 INR SQM

12,224.4085,195,373.40 2,130.000 0.000 0.00 2,130.000 905,250.00

P/L hot premix Bituminous concrete with 6.00% of bitumen grade30/40,surface coat by mix design as per MORTH to theconmpactedthickness of 40 mm ,using new material to the required line,level andcamber rolling with power vibratory roller &sensor paver, etc.completeas specified and as directed with lime filler 2.00%by weight andantistriping agent @ 1% of bitumenby weight etc.complete.As per new Road Specification clause no.364)



PAYMENT CERTIFICATE

PAGE : 6 of 29





21FMR-5.50A 424.00 INR SQM

12,000.0005,088,000.00 3,128.000 0.000 0.00 3,128.000 1,326,272.00

P/L hot Premix Dense bitumenious macadam with 4.50% bitumen contentof grade 30-40 to the required line,level,and camberrolling with 10/12M.T.power ,vibratory roller & sensor paver etc. completeas specified and as directed to thickness of 50 mm.with antistripingagent at 1.00%by weight of bitumen using grading II of MORTH(As per newRoad Specification clause no.354)

22FMR-5.52A 8,476.00 INR CUM 980.000 8,306,480.00 308.000 0.000 0.00 308.000 2,610,608.00

P/L hot Premix Dense bitumenious macadam with 4.50% bitumen contentof grade 30-40 to the required line,level,and camberrolling with 10/12M.T.power ,vibratory roller & sensor paver etc. completeas specified and as directed to any thickness ,with antistripingagent at 1.00%by weight of bitumen using grading II of MORTH(As per newRoad Specification clause no.354)

23FMR-6.03 756.00 INR EA 81.000 61,236.00 20.000 0.000 0.00 20.000 15,120.00

Raising or lowering circular manholes to the required level upto 20 cm.including all material, form work etc. with 16 cm.thick cementconcrete M-15 (1:2:4) c.c. coping under frame and cover of manhole, including curing etc. complete as specifiedand as directed

24FMR-6.04 582.00 INR EA 50.000 29,100.00 13.000 0.000 0.00 13.000 7,566.00

Raising or lowering water entrances, hydrant key box/ sluice box/gullytrap chambers to the required level, upto 20 cm.including allmaterials, curing etc. complete as specified and as directed.

25FMR-6.05 1,626.00 INR EA 39.000 63,414.00 7.000 0.000 0.00 7.000 11,382.00

Raising or lowering rectangular manholes to the required level upto 30cm. including all materials, form work, brick work andwith 16 cm.thick M-15 (1:2:4) C.C. coping under frame & cover of manholeincluding curring etc. complete, as specified and asdirected.



PAYMENT CERTIFICATE

PAGE : 7 of 29





26FMR-7.01 526.00 INR EA 1.000 526.00 0.000 0.000 0.00 0.000 0.00

Removing & refixing traffic regulatory boards/busstop boards/streetname boards etc. in M-10 cement concrete, complete asdirected.

27FMR-7.05 277.00 INR M3 50.000 13,850.00 0.000 0.000 0.00 0.000 0.00

Cutting down existing stone/ brick masonary compound walls,abutments,piers,wing-walls etc. including stacking therubble,khandkiesetc. in stack, as directed(Actual volume of structure will be paid.)

28FMR-7.55 477.00 INR MTR 5,350.000 2,551,950.00 1,120.000 0.000 0.00 1,120.000 534,240.00

P/f Polyethylene plastic water/sand fillable Barricades having approx. size 2000mm. X 560mm. X1000mm., (LxWxD), 20-23 Kgsempty wt. and tank capacity 80-100 lits., manufactured by M/s. B.D.Industries or equivalent ISO Certified Company havingminimum experience of 3 years in manufacturingand supplying to the Govt./Semi Govt./Other reputed organisations alongwithnecessary fixing andinterlocking arrangement as specified and directed by the Engineer Incharge

29FMR-7.56 563.00 INR MTR 650.000 365,950.00 0.000 0.000 0.00 0.000 0.00

P/f Polyethylene plastic water/sand fillable Metro Barricades having approx. size 1840mm. X 440mm.X 1900mm., (LxWxD), 32-35Kgs empty wt. and tank capacity 100-120 lits., manufactured by M/s.B.D. Industries or equivalent ISO Certified Companyhaving minimum experience of 3 years inmanufacturing and supplying to the Govt./Semi Govt./Other reputed organisationsalongwith necessaryfixing arrangement as specified and directed by the Engineer Incharge.

30FMR-8.01 450.00 INR MTR 35.000 15,750.00 0.000 0.000 0.00 0.000 0.00

P/L 150mm dia. R.C.C. hume pipes, NP2 class, jointing, filletting in1:1 C.M., including plugging of both the ends with gunnybags, brickmasonary in C.M. 1:4 with plaster in C.M. 1:4 & curing etc. complete, as specified as directed.



PAYMENT CERTIFICATE

PAGE : 8 of 29





31FMR-8.02 615.00 INR MTR 35.000 21,525.00 0.000 0.000 0.00 0.000 0.00

P/L 250mm dia. R.C.C. hume pipes, NP2 class, jointing, filletting in1:1 C.M., including plugging of both the ends with gunnybags, brickmasonary in C.M. 1:4 with plaster in C.M. 1:4 & curing etc. complete, as specified as directed

32FMR-8.03 794.00 INR MTR 45.000 35,730.00 0.000 0.000 0.00 0.000 0.00

P/L 300mm dia. R.C.C. hume pipes, NP2 class, jointing, filletting in1:1 C.M., including plugging of both the ends with gunnybags, brickmasonary in C.M. 1:4 with plaster in C.M. 1:4 & curing etc. complete, as specified as directed

33FMR-9.07 3,030.00 INR MTR 50.250 152,257.50 0.000 0.000 0.00 0.000 0.00

Providing and fabrication and fixing M.S. railing of 10 Gauge,40mmX 40mm square pope railing with18mmX18 mm squareintermediate support, 65mm X 65mm square main supports with M.S. pedestal (base -1type) and M.S. cap- (type-1)includingcutting, welding, riveting, oil painting with navy bluecolour or any other approved colour shads as directed and fixing incement concrete foundation asshown vide Sr.No.2f-A1 in catalogue of Street Furniture (Vol.I) published by M.C.G.M.includingremoval of surplus material /debris and restoring damaged portion of footpath, etc. as directed.(withoutadvertisement panel)

34FMR-9.07(B) 401.00 INR MTR 50.250 20,150.25 0.000 0.000 0.00 0.000 0.00

Add for providing FRP Pedestal and FRP Caps in place of M.S. Pedestal and M.S. Cap if provided

35FMR-9.07(C) 483.00 INR MTR 50.250 24,270.75 0.000 0.000 0.00 0.000 0.00

Add for application for Rusticide for removal of rust and providing rust preventing treatment ofelectrometric AlkalinePolymerie, rust preventing solution as per Manufacturer’s specification.

36FMR-9.07(D) 157.00 INR MTR 50.250 7,889.25 0.000 0.000 0.00 0.000 0.00

Add for providing advertisement panel for advertisement, If provided.



PAYMENT CERTIFICATE

PAGE : 9 of 29





37FMR-9.17 840.00 INR EA 15.000 12,600.00 0.000 0.000 0.00 0.000 0.00

Arrow marking for Route direction straight or right or left or straight & right or straight or left& lettering as per designin white or traffic yellow as specified and directed for speed limit upto50 km/hrs.

38FMR-9.52 560.00 INR SQM 685.000 383,600.00 0.000 0.000 0.00 0.000 0.00

Providing and applying hot applied thermoplastic road marking material with glass beads extremelyhigh skid resistance 2.5mmthick without primer coat ( tack coat) for binding on cement concreteroad surface. All labour materials with specialaggregates etc, as specified in B.S. part-I & II1989 and carrying out the marking on any road on center line and other lanemarking continuous forintermittent 10cm or 15cm width and also pedestrian crossings stripes as well as spraying furtherqualityof glass beads of type II uniformly into a mono layer on to the hot paint line in quicksuccession of the paint sprayingoperation @ 250gms per sq.mt. area as directed and as perB.S./M.O.S.T. specification in White /Yellow colour.

39FMCCR-10.56 420.00 INR MTR 330.000 138,600.00 0.000 0.000 0.00 0.000 0.00

Providing and fixing of the precast TREE GUARD KERB of M-20 C.C. ofheight 230mm., width 100mm., Length 400mm.,finished neatly,compacting,curing, formwork etc. including bedding of M-10 C.C.procured from M.C.G.M.approved R.M.C. plant,10cm.thick, fillingof jointing inC.M. 1:2 and panting the exposed surface with 3 coats of road markingpaint, Grade I of approved colours andquality including single coat of approved brand primer including excavation in C.C.,asphalt etc. as specified and as directed.

40FMCCR-10.61 582.00 INR MTR 1,026.800 597,597.60 0.000 0.000 0.00 0.000 0.00

Providing and fixing of the precast kerb stone of height 325mm., basewidth 165mm., top width 115mm.in M20grade RMC suppliedthrough MCGMapproved plant or concrete mixed with use of weigh batch mixers as detailed in drawing u/No.Dy.Ch.E./Rds/93/E.S. of 17 / 8 /2005 , excavation in any soil except rock, laying a leveling courseof M 15 grade RMC 100mm. thick, torequired slope (inclusive of form work) jointing in C.M.1:2 proportion flush to concretesurface, painting exposed surface withone coat of primer and two coatsof 1st grade road marking paint in the yellow/white/black or any shade as directed.(Kerbstones shall be procurred from MCGMregistered agencies).



PAYMENT CERTIFICATE

PAGE : 10 of 29





41FMCCR-10.62 495.00 INR MTR 2,300.000 1,138,500.00 580.000 0.000 0.00 580.000 287,100.00

Providing and fixing of the precast tapered water table of thicknessvarying from 105 to 125 mm., 300mm. Width in M 20grade RMC(Suppliedthrough MCGM approved plant) or concrete mixed with use of weigh batch mixers as detailed in drawingNo.DyChE/Rds/94/E.S. dated17.8.2005 inclusive of excavation in any soil except rock, laying ofleveling course of M 15grade RMC 100mm. thick to required slope, (inclusive of form work) jointing in 1:2 cm. prop. flush toconcrete surfaces asdirected (Watertables shall be procurred from MCGMregistered agencies).

42FMSWD-45 67.00 INR SQM 900.000 60,300.00 30.000 0.000 0.00 30.000 2,010.00

Supplying and providing blue trap stones of approved quality andlaying hand set dry rubble packing 25 cm.thick to requiredleveland grade, camber including filling in the interstices with 60mm. metal and small stone chips etc. and thoroughlyrammedconsolidated etc.

43FMSWD-57 133.00 INR SQM 20.000 2,660.00 0.000 0.000 0.00 0.000 0.00

Providing 12 mm thick cement plaster in cement mortar 1:2 includingneat cement rendering with approved water proofingcompound with aproportion as specified by the manufacturer per bag of cement.

44FMSWD-58 192.00 INR SQM 35.000 6,720.00 0.000 0.000 0.00 0.000 0.00

Providing 20 mm thick cement plaster in cement mortar 1:2 includingneat cement rendering (without water proofing compound).

45FMSWD-74 804.00 INR MTR 224.666 180,631.46 29.000 0.000 0.00 29.000 23,316.00

Providing and laying 300 mm dia R.C.C.NP2 class Hume pipe orequivalent pipe with collor joints including jointing andfilletingetc. complete as specified and as directed. (All the pipes supplied shall conform to I.S. 458-1988. The contractorshall also arrange toget the pipes tested in accordance with tests specified in I.S.3597-1985 at contractors cost and asdirected. Testing shallbe carried out in presence of Municipal staff/site staff. Laying ofconcrete pipes shall be carriedout as per I.S. 783-1985).



PAYMENT CERTIFICATE

PAGE : 11 of 29





46FMSWD-76 1,573.00 INR MTR 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Providing and laying 450 mm dia R.C.C.NP2 class Hume pipe orequivalent pipe with collor joints including jointing andfilletingetc. complete as specified and as directed. (All the pipes suppliedshall conform to I.S. 458-1988. The contractorshall also arrange toget the pipes tested in accordance with tests specified in I.S.3597-1985 at contractors cost and asdirected. Testing shall becarried out in presence of Municipal staff/site staff. Laying ofconcrete pipes shall be carriedout as per I.S. 783-1985).

47FMSWD-87 30,543.0

0 INR EA 18.000 549,774.00 0.000 0.000 0.00 0.000 0.00

Contructing on storm water drain brick masonry conical manhole 1.22 M ( 4'.0") dia at bottom, 0.53M (1'.9") dia at top builtin brick masonry in cement mortar 1:2 plastered both inside and outsidewith 20 mm (3/4") thick cement mortar 1:1(withoutwaterproofing compound) and neat cement renderingso as to give a smooth surface, including 300 mm ( 12") thick M15 cementconcrete in foundation andin haunches and channels finished smooth with 20 mm (3/4") thick cement plaster in cement mortar1:1and providing C.I. steps ( weighing approximately 5.44 kg. each) at 375 mm c/c including 75 mm(3") wide vata all round theexternal portion of the manhole and the foundation concrete in cementmortar 1:1 and supporting the incoming pipes with brickmasonary wherever necessary including C.I.heavy air-tight frame and cover (weighing Between 231 to 244 kg.) Resting on 30Cm high cementConcrete M-15 cap With necessary Centering etc. all Complete as per Standard Specification andDirectionincluding Finishing the cap With cement plaster on both sides 1:1 and neat cementrendering so as to give a smooth surfacein line and level with the brick masonry surface and asper drawing in Dy.Ch.E. (S.W.D.) P & D's office without excavationupto depth 1.52 M (5'.0").Note :- Plastic steps of approved brand may be used for Manholes and Chambers if plasticcoatedsteps are used rebate of Rs.47/- shall be taken.

48FMSWD-88 7,329.00 INR MTR 25.000 183,225.00 0.000 0.000 0.00 0.000 0.00

Extra over above per meter depth above 1.52 M (5'.0") and upto 2.28 M(7'.6")



PAYMENT CERTIFICATE

PAGE : 12 of 29





49FMSWD-89 39,055.0

0 INR EA 12.000 468,660.00 0.000 0.000 0.00 0.000 0.00

Constructing on storm water drain brick measonry conical manhole 1.52depth. M (5'.0") dia at bottom 0.53 M (1'.9") dia at topincluding C.I.heavy circular air tight frame and cover etc.complete as per description in item No.FMSWD 87 depth upto 2.28 M(7'.6").

50FMSWD-90 13,107.0

0 INR MTR 22.000 288,354.00 0.000 0.000 0.00 0.000 0.00

Extra for above manhole per meter depth above 2.28 M (7'.6") and upto5.03 M (16'.6").

51FMSWD-97 37,033.0

0 INR EA 3.000 111,099.00 0.000 0.000 0.00 0.000 0.00

Constructing on S.W.D. brick masonry trapezoidal manhole 1.22 m x 1.52m (4'x 5' ) at bottom 0.91 m x 0.61 m (3'x 2') at topincluding C.I.heavy air tight rectangular frame and cover weighing between 259 kg. to 287 kg. complete as per description initem No. 87 depth1.22 m (4'.0").

52FMSWD-98 9,907.00 INR MTR 3.000 29,721.00 0.000 0.000 0.00 0.000 0.00

Extra for above manhole above 1.22 m (4'.0") and upto 2.28 m (7'.6")depth.

53FMSWD-130 226.00 INR EA 30.000 6,780.00 0.000 0.000 0.00 0.000 0.00

Demolishing existing single or double water entrances, includingcutting down of old brick masonry and concrete, removing ofallserviceable material such as grating, runner beams, purdis etc.and handing over the same to nearest Municipal depotetc.complete asdirected.

54FMSWD-142 4,069.00 INR EA 35.000 142,415.00 2.000 0.000 0.00 2.000 8,138.00

Constructing single water entrance of size 500 mm x 600 mm clearopening with cast-in-situ copping haunches in M-15 fixing ofM.S.Jalliin M-20 etc. complete without excavation & without grating as per dwg.no.495/Dy. Ch.E.(SWD)City & CC /17-12-99.



PAYMENT CERTIFICATE

PAGE : 13 of 29





55FMSWD-197 18,543.0

0 INR NOS 21.000 389,403.00 0.000 0.000 0.00 0.000 0.00

P/F 0.53 m dia. circular Composite Resin Manhole Frame and Cover of approved brand, Heavy Duty,conforming to relevant GradeDesignation: HD – 20 as per IS: 1726; 1991, etc. complete. (Inspectionshall be as per guidelines of IS Specifications.)

56FMSWD-198 70,703.0

0 INR NOS 7.000 494,921.00 0.000 0.000 0.00 0.000 0.00

P/F 1.22 m x 0.91 m Rectangular Composite Resin Manhole Frame and Cover of approved brand, HeavyDuty, conforming to relevantGrade Designation: HD – 20 as per IS: 1726; 1991, etc. complete.(Inspection shall be as per guidelines of IS Specifications.)

57FMSWD-199 18,367.0

0 INR NOS 7.000 128,569.00 0.000 0.000 0.00 0.000 0.00


58FMSWD-200 20,977.0

0 INR NOS 7.000 146,839.00 1.000 0.000 0.00 1.000 20,977.00


59FMSWD-201 11,018.0

0 INR NOS 7.000 77,126.00 0.000 0.000 0.00 0.000 0.00

P/F 0.91 m x 0.45 m Rectangular Composite Resin Manhole Frame and Cover of approved brand, LightDuty, conforming to relevantGrade Designation: LD – 2.5 as per IS: 1726; 1991, etc. complete.(Inspection shall be as per guidelines of IS Specifications.)

60FMSWD-203 13,101.0

0 INR NOS 40.000 524,040.00 0.000 0.000 0.00 0.000 0.00

P/F 500 mm x 600 mm (Clear opening) Composite Resin Grating and Frame of approved brand, MediumDuty, conforming to relevantGrade Designation: MD – 10 as per IS: 1726; 1991, etc. complete.(Inspection shall be as per guidelines of IS Specifications.)



PAYMENT CERTIFICATE

PAGE : 14 of 29





61FMSP-56-A 1,317.00 INR MTR 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Providing & laying 300 mm dia. (RC NP3 class) pipes with collar joints etc. complete includingjointing & filleting etc.complete as specified and as directed.

62FMSP-59 2,484.00 INR MTR 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Providing & laying 450 mm dia. R.C. Pipes (NP3 Class) with rubberrings jointing etc. complete as specified and as directed.

63FMSP-61 3,426.00 INR MTR 371.000 1,271,046.00 0.000 0.000 0.00 0.000 0.00


64FMSP-62 4,180.00 INR MTR 0.000 0.00 0.000 0.000 0.00 0.000 0.00


65FMSP-63 5,083.00 INR MTR 0.000 0.00 0.000 0.000 0.00 0.000 0.00


66FMSP-65 7,403.00 INR MTR 0.000 0.00 0.000 0.000 0.00 0.000 0.00


67FMSP-67 9,696.00 INR MTR 0.000 0.00 0.000 0.000 0.00 0.000 0.00


68FMB-16.13-A 184.00 INR MTR 10.000 1,840.00 10.000 0.000 0.00 10.000 1,840.00

P/F ‘C’ class pipes, for size 12 mm.



PAYMENT CERTIFICATE

PAGE : 15 of 29





69FMB-16.13-B 240.00 INR MTR 20.000 4,800.00 8.000 0.000 0.00 8.000 1,920.00


70FMB-16.14 326.00 INR MTR 10.000 3,260.00 0.000 0.000 0.00 0.000 0.00


71FMB-16.15-A 382.00 INR MTR 10.000 3,820.00 0.000 0.000 0.00 0.000 0.00


72FMB-16.15-B 474.00 INR MTR 10.000 4,740.00 0.000 0.000 0.00 0.000 0.00


73FMB-16.16-A 600.00 INR MTR 10.000 6,000.00 0.000 0.000 0.00 0.000 0.00


74FMCCR-10.35 2,058.00 INR M3 1,362.700 2,804,436.60 45.000 0.000 0.00 45.000 92,610.00

Supply & filling sand, metal GRAVELLY SAND Corresponded to CLASS II/CLASS III GRADING of TABLE 100.1of new roadspecifications-2006 intrenches upto required depth & watering, ramming etc. completeas directed

75FMCCR-10.33 5,421.00 INR M3 625.000 3,388,125.00 10.000 0.000 0.00 10.000 54,210.00

P/L ready mix cement concrete M-15cc having avg compressive strength18.5 Mpa for foundation/encasement/ pavement/ cradleincluding form ofmixing in batching plant,compacting by internal & surface vibrator,curing,finishing etc. complete asspecified & as directed by theEngineer. Contractor has to make his own arrangement for water forcuring etc.& will not be paidseparately for it.(MINIMUM CEMNT CONTENT 240 Kg/m³.)



PAYMENT CERTIFICATE

PAGE : 16 of 29





76FMCCR-10.34 5,174.00 INR M3 450.000 2,328,300.00 0.000 0.000 0.00 0.000 0.00

P/L R.M.C. M-10 C.C. having avg. compressive strength 13.5 Mpa grade infoundation/encasement/pavement with or withoutchequered designincluding formwork, mixing in batching plant, placing vibratingwith plate or needle curing etc. complete asdirected by the Engineer.C/s. has to make his own arrangement for water for curing with Hessiancloth etc. & will not be paidseparately.(MINIMUM CEMNT CONTENT 220 Kg/m³.)

77FMSWD-119 26,412.0

0 INR EA 26.000 686,712.00 0.000 0.000 0.00 0.000 0.00

Constructing brick masonry inspection chamber rectangular 0.91 M x0.61 M (3'.0" x 2'.0") 0.61M (2') deep including M 15 30 cmthick cap &c.c.bedding and including C.I. heavy air-tight frame and cover weighing between 259 kg. to 289 kg. complete as perdescription inFMSWD 117 with necessary centering etc. all complete as per direction.

78FMSWD-120 6,558.00 INR MTR 27.000 177,066.00 0.000 0.000 0.00 0.000 0.00

Extra over above for every additional depth upto 2.5 M (8'.0").

79FMR-7.58 265.00 INR MTR 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Providing and laying 150mm. dia. Heavy duty PVC pipe with one side perforated and fully wrappedwith Geotextile Cloth overprepared base along the road edge at drainage layer level in requiredline & level etc. complete as specified and asdirected.

80HE-H-26A 1,266.00 INR EA 8.000 10,128.00 0.000 0.000 0.00 0.000 0.00

Removing and refixing of existing S.P. fire hydrants for replacing of mouth piece, duck foot bend,Sluice valve, as required asper specifications & drawing but including painting the hydrant,fixing the saddle piece, supplying and jointing the same withspun yarn, molten lead, includingcaucking etc. complete as directed & as specified in tender. (as per IS : 908) Note :1) Thenew material required, will be paid seperately on the basis of weight per kg of material.2) The cost of constructing valvechamber will be paid separately.3) Rebate for salvation cost of existing material replaced will be taken at the rate of Rs25/Kg.



PAYMENT CERTIFICATE

PAGE : 17 of 29





81HE-H-26A-C 84.00 INR KG 1,022.600 85,898.40 0.000 0.000 0.00 0.000 0.00

Extra over above for using new material in M.S. (weight in Kg.)

82FMB-19.58 22.00 INR SQM 2,500.000 55,000.00 0.000 0.000 0.00 0.000 0.00

Providing and spreading broken glass pieces under thecompound pavement as directed at the rate of 1.2 cubicmeters ofbroken glass pieces for 100 sq.mt. of area.

83FMR-7.18 51.00 INR MTR 653.000 33,303.00 0.000 0.000 0.00 0.000 0.00

Providing applying Yellow & Black road marking paint grade –I in 3-coats including single coat of approved brand primer aftercleaning ofold surface of kerb stone with brushing by wire brush as per relevant I. S. codes to satisfaction of Engineer incharge --- etc.complete.

84FMSWD-115 90,943.0

0 INR EA 3.000 272,829.00 0.000 0.000 0.00 0.000 0.00

Constructing on Storm Water Drain brick masonry rectangular manhole1.82 M x 1.82 M do .. .. do .. without excavation.as peritem No.FMSWD 111 above, Height of M.H. 2.00 M. AS per I.S. 456 of 2000 RCC Slab & RCC Coping is to be casted in M-30instead of M-20 & M-15though shown in drawing and rate is inclusive of M30 )

85FMSWD-116 16,895.0

0 INR MTR 3.000 50,685.00 0.000 0.000 0.00 0.000 0.00

Constructing 1.82 M x 1.82 M brick masonry rectangular manhole(specified in FMSWD 113) below the depth of 2 mtr. peradditionalMtr. dpeth. ( Rebate at the same rate will be taken if the depth of M.H. is less than 2 M.)

86FMR-7.09 102.00 INR PSM

15,634.0001,594,668.00 3,950.000 0.000 0.00 3,950.000 402,900.00

Milling upto 60mm. Depth Asphaltic surface by using milling machineincluding transportation anywhere as directed.NOTE: Forfurther passesof 60mm. Or part thereof, same rate will be applicable.



PAYMENT CERTIFICATE

PAGE : 18 of 29





87FMR-7.10 127.00 INR SQM 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Milling upto 75mm. Depth Asphaltic surface by using milling machineincluding transportation anywhere as directed..(This itemshould beoperated only when the milling in a single pass is required tobe done more than 60mm. Depth.)

88FMR-5.28 21.00 INR SQM 5,565.000 116,865.00 2,780.000 0.000 0.00 2,780.000 58,380.00

Providing and applying TACK COAT with bitumen 60/70 Pen bitumen @ 0.25to 0.30 Kg. of Sq.mt. over prepared surface to receivebituminous mixby applying TACK COAT with mechanical spray bitumen, including cleaning of road surface etc. completed, asdirected For DRY &HUNGRY BITUMINOUS SURFACES (As per New Road Specifications Clause No.314)

89FMR-4.08 22.00 INR MTR 250.000 5,500.00 0.000 0.000 0.00 0.000 0.00

Removing existing water tables/cleaning off old mortar & carting away to the distance of 2 K.M.and stacking the same asdirected.

90FMR-4.09 1.00 INR MTR 1,500.000 1,500.00 0.000 0.000 0.00 0.000 0.00

Extra over and above for an additional distance of every 2 K.M. or part thereof.

91FMR-4.03 24.00 INR MTR 350.000 8,400.00 0.000 0.000 0.00 0.000 0.00

Removing existing kerb stones, cleaning off old mortar, carting away upto a distance of 2 K.M. andstacking the same asdirected.

92FMR-4.04 2.00 INR MTR 1,750.000 3,500.00 0.000 0.000 0.00 0.000 0.00

Extra over above rates of carting for additional distance of every 2 KM. or part thereof



PAYMENT CERTIFICATE

PAGE : 19 of 29





93FMR-3.18 1,054.00 INR SQM 350.000 368,900.00 0.000 0.000 0.00 0.000 0.00

Providing & Fixing 80 mm thick unishape gray cement concreteinterlocking pavers (monolithic-single layer precast concreteblocks)in Red ( Terra Cotta), Black, Brown or any colour with pigment @3% by weight of cement having average crushingstrength of 50N/sqmm. inthe carriageway placed on average compacted thickness of 25 mm.uniformly graded river sand cushioningwith proper compacting with mechanical compactor with the proper level, grade and camber etc.complete as specified and asdirected by the Engineer.

94FMR-3.25 1,106.00 INR SQM 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Providing & fixing in the carriageway 100mm thick interlocking concreteunishape pavers ( monolithic- single layer precastconcrete blocks) ofgray cement colour in having average crushing strength50N/sq.m.m. as per technical specification, placedon average compactedthickness of 25 mm, uniformly graded river sand cushioning with propercompacting with mechanical compactorwith the proper level, grade and camber etc. complete as specified and as directed by theEngineer.

95FMR-3.26 1,249.00 INR SQM 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Providing & Fixing in the carriageway interlocking 100 mm thick graycement concrete unishape pavers in Red ( Terra Cotta),Black, Brown orany colour unishape (monolithic-single layer precast concrete blocks) with pigment @ 3% by weight of cementhaving averagecrushing strength of 50N/sq.m.m., placed on uniformly graded river sandcushioning of average compacted thickness25 mm with proper compacting with mechanical compactor with the proper level, grade andcamber etc. complete as specifiedand as directed by the Engineer.

96FMCCR-10.74 1,994.00 INR M3 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Excavation in Reinforced OR pavement grade concrete M-20 & above byusing modern machinery (poclain with rock breaker, etc.)including withstacking of excavated material within 150 m radius etc compalete upto any depth as specified & as directed, bythe Engineer.



PAYMENT CERTIFICATE

PAGE : 20 of 29





97FMSWD-169 9,238.00 INR EA 37.000 341,806.00 2.000 0.000 0.00 2.000 18,476.00

Providing & Fixing M.S. Galvanised grating of clear internal size 600 X500 mm. The grating shall be of standard specification& as perapproved drawing No. 549(A) dt10.10.97 and shall not be less than 71 Kgs. in weight. The contractor shall givecertificate fromgalvaniser that the grating is Galvanised as per I.S. 26290 of 1966for providing minimum coating of 75 to 80microns.The grating then be get approved from E.E. ( O & M ) M & E SWD / Dy. Che. ( O & M ) SWD

98FMR-7.07 13.00 INR MTR 3.000 39.00 0.000 0.000 0.00 0.000 0.00

Removing existing barbed wire fencing/pipe railing of any height,including posts & carting away the same to Ward Chowky &stacking thesame neatly as directed.

99FMCCR-10.37 343.00 INR EA 615.000 210,945.00 0.000 0.000 0.00 0.000 0.00

Providing & fixing pre-cast Beam in M 40 CC of size 23 cm x 23 cm x 35cm in length set in 15 cm M15 C.C. filling of joints in1:2, includingescavation, form work, mixing compacting , curing etc. complete as specified and as directed.

100FMR-7.04 345.00 INR M3 12.000 4,140.00 0.000 0.000 0.00 0.000 0.00

Demolishing existing masonary, structures,(above & below G.L.) &carting away serviceable materials, to Ward Chowky & stackingthe same,separately, as directed (Actual Volume of the masonary will bepaid.)



PAYMENT CERTIFICATE

PAGE : 21 of 29





101FMR-9.19 18,071.0

0 INR NOS 1.000 18,071.00 0.000 0.000 0.00 0.000 0.00

Street Name Board without sign board: Providing, fabricating and erecting on site Street Name Board(of type 2S-A-1) as per thedesign incorporated in the catalogue of street Furniture (Volume-II)Published by M.C.G.M. Vertical pole shall be M.S. Squarepipe of size 75mm x 75mm x 3.5mm thk.Signage plaque (box) shall be of size 900mm x 600mm made of M.S. angle frame of size 50mmx 50mm x6mm thick covered with 3mm thk aluminum sheet / F.R.P. Sheet on both sides. The signage plaqueassembly shall be fixedto the vertical pole with 40mm x 10mm thk size MS support plate. Thetraffic signboard of size 600mm dia shall be supportedon M.S. support pipe of size 50mm x50mm x3mm. Traffic sign board shall be made of 25mm x 25mm x 3mm thick M.S. Sq. pipescovered with 3mmthk. Aluminum sheet / F.R.P. sheet on both sides as shown in the figure. The top open end of theverticalpole shall be closed with M.S. plate of size 75mm x 75mm x 3.5mm thick. Both the boxesshall be pasted with HIGH INTENSITYGRADE retro reflective base sheets on both sides conforming toI.R.C. 67 CODE. Letters or signages to be pasted on these boxesshall also be of HIGH INTENSITYGRADE (upto 50% of basic area) conforming to I.R.C. 67 CODE. The reflectivity of sheet shallhaveguarantee of 7 years, the reflection count shall not be less than 90% of its original reflectionafter 7 years. The baseplate of the vertical pole shall be MS of size 200mm x 200mm x 6mm thickanchored with 16mm dia. J Bolts in 1:2:4 cementconcrete with 2 nos. 6mm dia. MS reinforcementplaced both ways as shown in the figure The assemble shall be treated withRustIcide solution ofapproved company and applied with Polyurethane Primer and Paint to resist rusting of material(thetreatment shall be given as per Manufactures specification and certificate to than effect shall besubmitted along withguarantee certificate) The cost is inclusive of making good the damage portionof footpath and lining work with pavers blocksand removing debris etc. Complete as perspecification.



PAYMENT CERTIFICATE

PAGE : 22 of 29





102FMR-9.36 7,354.00 INR NOS 4.000 29,416.00 0.000 0.000 0.00 0.000 0.00

Mandatory & Cautionary Board – Providing, Fabricating, Erecting on site Mandatory & CautionaryBoards (of type 1S-A-1), as perthe design incorporated in Street Furniture catalogue volume–IIpublished by M.C.G.M., Vertical poles shall be M.S. Squarepipe of size 50mm x 50mm x 3.5mm thick.Signage plaque (box) shall be of size 600mm dia. The box shall be made of MS Squarepipe of size25mm x 25mm x3mm thick covered with 3 mm thick aluminum sheet / F.R.P. Sheet on both sides, The boxassembly; shallbe fixed to the vertical pole. The box shall be pasted with HIGH INTENSITY GRADEretro reflective base sheets on both sidesconforming to I.R.C. 67 CODE. Letters or signages to bepasted on this box shall also be of HIGH INTENSITY GRADE (up to 50% ofbasic area) conforming toI.R.C. 67 CODE. The reflectivity of sheet shall have guarantee of 7 years. The refection countshallnot be less than 90% of its original reflection after 7 years. The foundation shall either bewith base or either be with baseplate of M.S. of size 200 x 200 x 6mm thick, 16 mm dia J Bolts orembedding the pole in foundation with 12mm dia x 6 nos. holdfasts embedded in 1:2:4 concrete asshown in drawing (IS-A.1). The assembly shall be painted with matt finish enamel paint,street greycolour (having 90% black content.) The cost is inclusive of making good the damage portion offootpath and liningwork with pavers blocks and removing debris etc. Complete as per specificationand as directed by the Engineer.

103FMR-3.31 187.00 INR SQM 1,000.000 187,000.00 0.000 0.000 0.00 0.000 0.00

Removing the paver blocks of any thickness.,size,& colour from carriageway OR footpath & transporting the same to ward depotOR any where inMCGM limit. The paver blocks shall be stacked neatly at specified location etc. complete as specified and asdirected by theEngineer.

104FMSWD-41 3,836.00 INR M3 30.000 115,080.00 0.000 0.000 0.00 0.000 0.00

Providing brick masonary in C.M. (1:2) as specified & as directed.

105FMCCR-10.07 5,510.00 INR M3 15.000 82,650.00 0.000 0.000 0.00 0.000 0.00

Providing & laying M-40 reinforced cement concrete in dhapas, slabs,including formwork, curing as directed(reinforcement to bepaidseparately)



PAYMENT CERTIFICATE

PAGE : 23 of 29





106CS-31 49,007.0

0 INR TO 0.200 9,801.40 0.000 0.000 0.00 0.000 0.00

Supply, cut, bend and fix in position High Yield strength Deformed barsfor all diameters confirming to IS 1786, includingtying with bindingwire (16 SWG Annealed wire) or welding, tested steel reinforcement for all reinforced concrete at alllocations and levels,including transporting, handling etc. complete. No separate payment forchairs, laps, wastage and bindingwire will be made.

107FMSWD-152 185.00 INR EA 5.000 925.00 0.000 0.000 0.00 0.000 0.00

Removing C.I. frame and cover (any size) and transporting to wardoffice as directed.

108FMSWD-147 16,757.0

0 INR EA 2.000 33,514.00 0.000 0.000 0.00 0.000 0.00

P/F 0.91 Mtr. x 0.45 mtr. rectangular frame and cover weighing 223 kg.to 247 kg. complete.

109FMSWD-148 19,440.0

0 INR EA 2.000 38,880.00 0.000 0.000 0.00 0.000 0.00

S/F 0.91 Mtr. x 0.61 mtr. Rectangular frame and cover weighing 259 kg.to 287 kg. complete.

110FMSWD-145 16,934.0

0 INR EA 1.000 16,934.00 0.000 0.000 0.00 0.000 0.00

S/F 0.53 Mtr. dia circular frame and cover heavy duty,air tightweighing between 231 kg. and 244 kg. fixed complete tomanhole.

111FMSWD-158 446.00 INR EA 5.000 2,230.00 0.000 0.000 0.00 0.000 0.00

Extra for providing locking arrangement to C.I.Circulars/rectangularmanhole frame & cover over and above the rate of providingand fixingC.I. Circular/rectangular frame and cover.



PAYMENT CERTIFICATE

PAGE : 24 of 29





112HE-B-3 84,445.0

0 INR TO 1.000 84,445.00 0.000 0.000 0.00 0.000 0.00

Supplying & transporting M.S. fabricated material on site, aligning,fixing in position, tack welding including marginalcutting, syntheticRubber packings etc. a) Minor fixtures such as man hole frame & covers, pressure and non-pressure typeblank flanges, looseflanges, rings, small pieces to form saddle pieces, ladders, platforms,stiffner rings etc. b) Majorfixtures such as tees, domes, bends, branches, flange ring assembling etc.

113FMSWD-187 2,228.00 INR NOS 2.000 4,456.00 0.000 0.000 0.00 0.000 0.00

Providing and fixing 0.53 M. dia SFRC ( Steel Fibre Reinforce Concrete) Circuler Manhole cover heavy duty air tight weighingbetween 60 Kg to90 Kg fixed complete to Manhole as directed as conforming to relevant Standard Specifications.

114FMR-7.47 19,952.0

0 INR EA 2.000 39,904.00 0.000 0.000 0.00 0.000 0.00

Providing and fixing the 0.91m X 0.61m Rectangular Composite ResinManhole Frame & Cover Light duty, confirming to relevantgradedesignation:LD-2.5 as per IS: 1726-1991as specified & as directed etc. complete. ( Inspection shall be as perguidelines of ISspecifications ).

115FMR-7.48 27,037.0

0 INR EA 2.000 54,074.00 0.000 0.000 0.00 0.000 0.00

Providing and fixing the 1.17m X1.17m Double Composites Resin ManholeFrame & Cover Light duty, confirming to relevantgradedesignation:LD-2.5 as per IS: 1726-1991as specified & as directed etc.complete. ( Inspection shall be as per guidelinesof IS specifications ).

116FMB-16.01 18.00 INR MTR 115.000 2,070.00 0.000 0.000 0.00 0.000 0.00

Removing G.I.pipes of any size with all fittings complete.

117FMB-16.02 46.00 INR MTR 100.000 4,600.00 0.000 0.000 0.00 0.000 0.00

Refixing G.I.pipes of any size with all fittings complete.



PAYMENT CERTIFICATE

PAGE : 25 of 29





118FMR-9.07(A) 200.00 INR MTR 30.000 6,000.00 0.000 0.000 0.00 0.000 0.00

Add for providing Aluminium Pedestal and Aluminium Caps in place M.S. Pedestal and M.S. Cap ifprovided.

119FMR-5.70 1,601.00 INR SQM 0.000 0.00 0.000 0.000 0.00 0.000 0.00

P/L, mastic asphalt 40mm thick with 10/20 grade bitumen includingproducing the same at computerised batch mix plant,transporting thesame to site by means of mastic cookers, laying the same with mastic paver and including all necessary tools,labours & barricading,spreading of aggregates as antiskid measures by means over newly laidmastic asphalt as per clause no.365 of 'Road Specification' as directed by Engineer in charge (Note: The material specifications /gradation & content shall beas specified in the relevent I.S. Codes.)

120FMR-2.23 49.00- INR M3 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Rebate for not using motor grade / paver /- for laying of Granular Subbase in FMR item No. 2.22.

121FMR-4.54 751.00 INR MTR 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Providing, casting, fixing ( anywhere in city or suburban limit) precast type 1 ( both side tapper)dividers in C.C.M 25 as perdrg. No. EET&C/Gen/013/03/ty dt. 11.12.2003 (revised on 15.06.2006)including fixing the dividers on site in C.M 1:2 forcushioning and jointing, curing, painting theexposed surface with road marking paint grade I (Conforming to IS-164) in twocoats of approvedcolour, including excavation in road portion and removing excavated material as per direction anywhere incity or suburban limit, cleaning the site etc as directed by engineer ,The rate isinclusive of all lift and leads,transportation required for the work.

122FMR-5.49A 551.00 INR SQM 0.000 0.00 0.000 0.000 0.00 0.000 0.00

P/L hot Premix Dense bitumenious macadam with 4.50% bitumen contentof grade 30-40 to the required line,level,and camberrolling with 10/12M.T.power ,vibratory roller & sensor paver etc. completeas specified and as directed to thickness of 65 mm.with antistripingagent at 1.00%by weight of bitumen using grading II of MORTH(As per newRoad Specification clause no.354)



PAYMENT CERTIFICATE

PAGE : 26 of 29





123FMSWD-56 127.00 INR SQM 10.000 1,270.00 0.000 0.000 0.00 0.000 0.00

Providing 12 mm thick cement plaster in cement mortar 1:2 includingneat cement renderinng (without water proofingcompound).

124FMSWD-35 204.00 INR M3 19.000 3,876.00 0.000 0.000 0.00 0.000 0.00

Cutting down existing cement/lime concrete work by any means inpavement, bedding, below foundation, coping, walls archesstone/brick pavements coping etc. of any thickness, at any height/depth above or below ground level etc. complete.

125FMB-16.06 326.00 INR MTR 10.000 3,260.00 0.000 0.000 0.00 0.000 0.00

Providing and fixing wrought iron galvanised pipe with allfittings complete as required size 32 mm.

126FMB-16.03 170.00 INR MTR 10.000 1,700.00 0.000 0.000 0.00 0.000 0.00


127FMB-16.05 284.00 INR MTR 10.000 2,840.00 0.000 0.000 0.00 0.000 0.00


128FMB-16.04 198.00 INR MTR 10.000 1,980.00 0.000 0.000 0.00 0.000 0.00




PAYMENT CERTIFICATE

PAGE : 27 of 29





129FMR-4.56 578.00 INR MTR 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Providing, casting, fixing ( anywhere in city or suburban limit) precast type 2 ( single sidetapper) dividers in C.C.M 25 asper drg. No. EET&C/Gen/013/03/ty dt. 11.12.2003 (revised on15.06.2006) including fixing the dividers on site in C.M 1:2 forcushioning and jointing, curing,painting the exposed surface with road marking paint grade I (Conforming to IS-164) in twocoatsof approved colour, including excavation in road portion and removing excavated material as perdirection any where incity or suburban limit, cleaning the site etc as directed by engineer , Therate is inclusive of all lift and leads,transportation required for the work.

Total Amount 0.00 6,876,635.00

0.18-NA

Net Amount 0.00 6,864,314.89

Deductions

WORK CONTRACT TAX 2 % 137,286.30

TDS 2.266 % 155,545.38

Additions

Deductions 292,831.68

Additions 0.00

Other Project Costs

Other Project Cost 0.00



PAYMENT CERTIFICATE

PAGE : 28 of 29


Price Escalation

Index Tender Date Current Date Amount

Material Index

Labour Index

Tender Opening Date :

0.00

0.00

Price Escalation 0.00

Net Payable 6,571,483.21

Accounting Information

Base Amount :6,876,635.00 Base Amount for TDS & WCT :6,864,314.89 Base Amount for Other deductions & Charges :

Type Debit / Credit G/L Account Amount Fund Fund Center FunctionalArea

WBS Element

Project Charges Dr 504400007 RT1-13-026.014

Vendor Cr 21369 6,571,483.21

TDS Cr 155,545.38 11 2001440000 22100000000

WORK CONTRACT TAX Cr 137,286.30 11 2001440000 22100000000

NOTE

Panelty :-25000Note:- No Vigilance observations pending to this Department

Certificate: I agree with the measurements, rates, quantities, terms & conditions applied in the bill.



PAYMENT CERTIFICATE

PAGE : 29 of 29


Signature of the Contractor Signature of the Executive


Documents

MUNICIPAL CORPORATION OF GREATER MUMBAI … Department... · 2014-01-24 · municipal corporation of greater mumbai payment certificate directed