municipal corporation of greater mumbai …portal.mcgm.gov.in/irj/go/km/docs/documents/mcgm...

MUNICIPAL CORPORATION OF GREATER MUMBAI

Sanction No / PAYMENT CERTIFICATE

PAGE : 1 of 37

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 14.08.2013

4100005329

RT1-13-021.007

1000536372

C- 245

R K MADHANI AND CO

24.07.2013

24.07.2013

C-245,

C-245

Upto Last Bill Current Bill

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

Qty Amount Qty Amount

1FMCCR-10.47A 6,143.00 INR M3 2,400.000 14,743,200.0

0 535.000 0.000 0.00 535.000 3,286,505.00

Providing & laying M-40 C.C.avg. compressive strength 45 MPa andavg.flextural strength of 5.0 MPa (As per IRC15-2002.N.1.6) procuredfrom M.C.G.M.approved R.M.C. plant including use of approved make plasticizer / retarder & Contractorswater with ice flakes andtransported by transit mixer and placing at work site. Compactingfinishing, initial curing byapproved curing compound & Contractors water and tarring the sides of slab with hot bitumen as specifiedand directed (w/cratio o.4 maximum)(vata for curring will be paidseparately.) (MINIMUM CEMENT CONTENT 350 kg/m³)

2FMCCR-10.33 5,421.00 INR M3 800.000 4,336,800.00 170.000 0.000 0.00 170.000 921,570.00

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.)

3FMCCR-10.34 5,174.00 INR M3 1,070.000 5,536,180.00 165.000 0.000 0.00 165.000 853,710.00

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.)

4FMCCR-10.12 48,967.0

0 INR TO 3.500 171,384.50 0.550 0.000 0.00 0.550 26,931.85

Providing & fixing in position miled steel reinforcement 6mm to 10mmdia including transporting tosite,handling,straightening,bendingincluding necessary cutting, over lapping tieing in position wastage etc. complete.

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


PAYMENT CERTIFICATE

PAGE : 2 of 37

Payment Certificate : 1000536372




5FMCCR-10.13 48,967.0

0 INR TO 11.000 538,637.00 2.500 0.000 0.00 2.500 122,417.50

Providing & fixing in position mild steel reinforcement 12mm & abovedia includingtransportation,handling,straightening,bending,requiredcutting, over lapping tieing in position wastage & binding wire etc.complete.

6CS-31 49,007.0

0 INR TO 9.000 441,063.00 2.800 0.000 0.00 2.800 137,219.60

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.

7FMCCR-10.22 54,535.0

0 INR TO 0.600 32,721.00 0.000 0.000 0.00 0.000 0.00

Providing & fixing in position mild steel in tie bars of 12mm dia 55cmlong & 45cm C/C whenever directed including handling ,wrapping withpaper for half length,fixing straightening, wastage etc. complete in all respect as direced.

8FMCCR-10.23 49,522.0

0 INR TO 10.000 495,220.00 1.600 0.000 0.00 1.600 79,235.20

Providing & fixing in position M.S. dowel bars of 32mm dia 55cm long &30cm C/C whenever directed including handling, fixing,etc. complete(noextra payment will be made for applying bitumen & greaseto dowel bars)

9FMCCR-10.21 18.00 INR EA 568.000 10,224.00 110.000 0.000 0.00 110.000 1,980.00

Providing & fixing high density polythene pipe of approved quality tofit around the dowel bars of 32mm dia at the end ofexpansionjoints,fully greased inside, cotton waste the pipe around the dowel bars & the pipe duly capped at the end asdirected.(H.D.P. pipe shallbe 30cm in length) As shown in the drawing.



PAYMENT CERTIFICATE

PAGE : 3 of 37





10FMCCR-10.19 514.00 INR SQM 140.000 71,960.00 33.000 0.000 0.00 33.000 16,962.00

Providing & fixing in position premoulded asphalt filler 12mm thickconfirming to I.S. 1838 of 1983 for placing of theexpansionjoint,around manholes & waterentrances, etc put to the required depth & 25mm below the camber,etc. complete asdirected.

11FMCCR-10.14 59.00 INR MTR 1,702.000 100,418.00 400.000 0.000 0.00 400.000 23,600.00

Cutting of construction & dumm/joints of M-35 C.C.& above slab bymechanical means within 10 to16 hrs.of casting of bay/slab asdirected. A)transverse dummy joints 100mm deep/1/3 thickness of concrete pavement &6mm wide

12FMCCR-10.15 59.00 INR MTR 4,638.000 273,642.00 550.000 0.000 0.00 550.000 32,450.00

Cutting of construction & dumm/joints of M-35 C.C.& above slab bymechanical means within 10 to 16 hrs.of casting of bay/slabasdirected. b)Longitudinal construction joints 100mm deep/ 1/3rd thickness of slab & 6mm wide

13FMCCR-10.30 70.00 INR MTR 2,000.000 140,000.00 410.000 0.000 0.00 410.000 28,700.00

Dressing of M-35 & above new C.C.pavement,dummy,transverse,longitudinal & expansion joints with hot rubberised sealingcompoundconfirming to IS 1834-1984 after proper cleaning with compressed air,applying required primer & providing a layer oflime powder over hotsealing compound etc. complete as directed. A)Sealing 6mm widedummy/transverse joints with a depth of100mm/1/3rd thickness of concrete pavement.

14FMCCR-10.31 70.00 INR MTR 4,800.000 336,000.00 550.000 0.000 0.00 550.000 38,500.00

Dressing of M-35 & above new C.C.pavement,dummy,transverse,longitudinal & expansion joints with hot rubberised sealingcompoundconfirming to IS 1834-1984 after proper cleaning with compressed air,applying required primer & providing a layer oflime powder over hotsealing compound etc. complete as directed. B)Sealing of 6mm widelongitudinal joint with depth of100mm./1/3rd thickness of concrete pavement.



PAYMENT CERTIFICATE

PAGE : 4 of 37





15FMCCR-10.32 40.00 INR MTR 550.000 22,000.00 135.000 0.000 0.00 135.000 5,400.00

Dressing of M-35 & above new C.C.pavement,dummy,transverse,longitudinal & expansion joints with hot rubberised sealingcompoundconfirming to IS 1834-1984 after proper cleaning with compressed air,applying required primer & providing a layer oflime powder over hotsealing compound etc. complete as directed. C)Sealing of 25mm wideexpansion joints with avg. depth of12mm.

16FMCCR-10.20 37.00 INR SQM 680.000 25,160.00 95.000 0.000 0.00 95.000 3,515.00

Providing & placing 5mm thick thermocole in dummy & construction jointsimmediately after cutting of joints & removing the samebefore dressingof dummy & construction joints etc. complete , as dirceted.

17FMCCR-10.24 11.00 INR SQM 8,107.000 89,177.00 1,765.000 0.000 0.00 1,765.000 19,415.00

Providing & laying waterproof paper of 40 GSM including overlap ( to benot less than 10cm)etc. complete as specified asdirected.

18FMCCR-10.25 63.00 INR SQM 8,500.000 535,500.00 1,915.000 0.000 0.00 1,915.000 120,645.00

Providing & constructing cement vatas in cm (1:10) at 0.6m *0.6mc/c/admeasuring 0.09m at bottom,0.04m at top & 0.075m deep&maintaining the same throughout 14 days curing & removing the samethereafter as directed.

19CS-1 167.00 INR M3 6,000.000 1,002,000.00 1,350.000 0.000 0.00 1,350.000 225,450.00

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.



PAYMENT CERTIFICATE

PAGE : 5 of 37





20CS-2 191.00 INR M3 350.000 66,850.00 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.

21CS-14-A 348.00 INR M3

10,000.0003,480,000.00 1,915.000 0.000 0.00 1,915.000 666,420.00

EXCAVATION IN FOOTPATHS / ROAD CARRIAGEWAY OF ANY TYPE

22FMR-1.13 8.00 INR SQM

16,000.000128,000.00 3,770.000 0.000 0.00 3,770.000 30,160.00

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.

23FMR-7.46 387.00 INR MTR 110.000 42,570.00 50.000 0.000 0.00 50.000 19,350.00

Providing and fiixing the barigating in double row with G.I. Sheets of22 guage manufactured by TATA Co. and JINDAL Co. fixedon 3 inch. dia.(75mm.) woden bullies which will be buried in existing road sufficeintly. Embossing of TATA/JINDAL Brand onG.I. Sheet shall beensured before painting with yellow and black bands of Synthetic enamelpaint as per the traffic norms andas directed by the Engineer.

24FMR-5.52A 8,476.00 INR CUM 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 any thickness ,with antistripingagent at 1.00%by weight of bitumen using grading II of MORTH(As per newRoad Specification clause no.354)



PAYMENT CERTIFICATE

PAGE : 6 of 37





25FMR-5.50A 424.00 INR SQM 5,013.000 2,125,512.00 1,240.000 0.000 0.00 1,240.000 525,760.00

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)

26FMR-5.24 22.00 INR SQM 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Providing and applying TACK COAT with CATIONIC BITUMEN EMULSION (RS) @0.25 to 0.30 Kg. of Sq.mt. over prepared surface toreceive bituminousmix by applying TACK COAT with mechanical spray bitumen, including cleaning of road surface etc. completed,as directed For DRY& HUNGRY BITUMINOUS SURFACES (As per New Road Specifications Clause No.314)

27FMR-5.23 20.00 INR SQM 8,000.000 160,000.00 0.000 0.000 0.00 0.000 0.00

Providing and applying TACK COAT with CATIONIC BITUMEN EMULSION (RS) @0.2 to 0.25 Kg. of Sq.mt. over prepared surface toreceive bituminousmix by applying TACK COAT with mechanical spray bitumen, including cleaning of road surface etc. completed,as directed ForNORMAL BITUMINOUS SURFACES (As per New Road Specifications Clause No.314)

28FMR-5.70 1,601.00 INR SQM 5,500.000 8,805,500.00 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.)



PAYMENT CERTIFICATE

PAGE : 7 of 37





29FMR-5.71 1,507.00 INR SQM 70.000 105,490.00 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 withoutmastic paver and including all necessarytools, labours & barricading,spreading of aggregates as a antiskid measures by means over newly laidmastic asphalt as perclause no. 365 of 'Road Specification' as directed by Engineer in charge (Note: The materialspecifications / gradation &content shall be as specified in therelevent I.S. Codes.)

30FMR-6.03 756.00 INR EA 50.000 37,800.00 14.000 0.000 0.00 14.000 10,584.00

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

31FMR-6.04 582.00 INR EA 115.000 66,930.00 3.000 0.000 0.00 3.000 1,746.00

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.

32FMR-6.05 1,626.00 INR EA 80.000 130,080.00 23.000 0.000 0.00 23.000 37,398.00

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.

33FMR-6.06 105.00 INR EA 10.000 1,050.00 5.000 0.000 0.00 5.000 525.00

Removing the old C.I. curicular frame & cover & delivering the same toany Municipal depot or worshop, as directed.



PAYMENT CERTIFICATE

PAGE : 8 of 37





34FMR-8.01 450.00 INR MTR 630.000 283,500.00 220.000 0.000 0.00 220.000 99,000.00

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.

35FMR-8.02 615.00 INR MTR 630.000 387,450.00 200.000 0.000 0.00 200.000 123,000.00

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

36FMR-8.03 794.00 INR MTR 630.000 500,220.00 15.000 0.000 0.00 15.000 11,910.00

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

37CS-42 3,522.00 INR M3 40.000 140,880.00 12.000 0.000 0.00 12.000 42,264.00

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

38FMSWD-41 3,836.00 INR M3 40.000 153,440.00 13.000 0.000 0.00 13.000 49,868.00

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

39FMSWD-57 133.00 INR SQM 110.000 14,630.00 55.000 0.000 0.00 55.000 7,315.00

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.

40FMSWD-58 192.00 INR SQM 70.000 13,440.00 55.000 0.000 0.00 55.000 10,560.00

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



PAYMENT CERTIFICATE

PAGE : 9 of 37





41FMSP-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.

42FMSP-63 5,083.00 INR MTR 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Providing & laying 800 mm dia. R.C. Pipes (NP3 Class) with rubberrings jointing etc. complete as specified and as directed.

43FMSWD-142 4,069.00 INR EA 65.000 264,485.00 35.000 0.000 0.00 35.000 142,415.00

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.

44FMSWD-169 9,238.00 INR EA 40.000 369,520.00 26.000 0.000 0.00 26.000 240,188.00

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

45FMSWD-130 226.00 INR EA 40.000 9,040.00 35.000 0.000 0.00 35.000 7,910.00

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.

46FMSWD-148 19,440.0

0 INR EA 33.000 641,520.00 10.000 0.000 0.00 10.000 194,400.00

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



PAYMENT CERTIFICATE

PAGE : 10 of 37





47FMSWD-145 16,934.0

0 INR EA 32.000 541,888.00 7.000 0.000 0.00 7.000 118,538.00

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

48FMSWD-147 16,757.0

0 INR EA 25.000 418,925.00 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.

49FMSWD-146 66,698.0

0 INR EA 6.000 400,188.00 2.000 0.000 0.00 2.000 133,396.00

S/F 1.22 Mtr. x 0.91Mtr. rectangular heavy air tight frame and coverweighing 901 kg. to 982 kg. fixed complete.

50FMSWD-87 30,543.0

0 INR EA 14.000 427,602.00 4.000 0.000 0.00 4.000 122,172.00

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.

51FMSWD-88 7,329.00 INR MTR 7.000 51,303.00 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 : 11 of 37





52FMSWD-89 39,055.0

0 INR EA 8.000 312,440.00 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").

53FMSWD-90 13,107.0

0 INR MTR 3.000 39,321.00 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").

54FMSP-45 730.00 INR MTR 150.000 109,500.00 33.000 0.000 0.00 33.000 24,090.00

Providing & laying 230 mm dia. stoneware pipes including jointing,filleting etc. complete as specified & as directed.

55HE-G-1-A 127.00 INR MTR 400.000 50,800.00 45.000 0.000 0.00 45.000 5,715.00

Providing and laying 'C' class G.I. pipe confirming IS :1239 (Part I)with wrapping by hesian cloth with tar coating, forfollowingdiameters. 15mm.

56HE-G-1-B 156.00 INR MTR 400.000 62,400.00 35.000 0.000 0.00 35.000 5,460.00


57HE-G-1-C 221.00 INR MTR 400.000 88,400.00 40.000 0.000 0.00 40.000 8,840.00




PAYMENT CERTIFICATE

PAGE : 12 of 37





58HE-G-1-D 279.00 INR MTR 300.000 83,700.00 50.000 0.000 0.00 50.000 13,950.00


59HE-G-1-E 332.00 INR MTR 300.000 99,600.00 20.000 0.000 0.00 20.000 6,640.00


60HE-G-1-F 441.00 INR MTR 200.000 88,200.00 20.000 0.000 0.00 20.000 8,820.00


61HE-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.

62FMCCR-10.35 2,058.00 INR M3 2,550.000 5,247,900.00 615.000 0.000 0.00 615.000 1,265,670.00

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



PAYMENT CERTIFICATE

PAGE : 13 of 37





63FMR-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.

64FMR-3.22 929.00 INR SQM 4,700.000 4,366,300.00 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

65FMSWD-35 204.00 INR M3 100.000 20,400.00 2.700 0.000 0.00 2.700 550.80

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.

66FMSP-176 550.00 INR EA 100.000 55,000.00 0.000 0.000 0.00 0.000 0.00

Supplying and fixing C.I. Steps weighing 5.44 Kg each whereverdirected. Note : Wastage in cutting will not be paid for. Onlysteelactually fixed in position will be paid by linear measurement including hooks and bends. No payment will be made forbinding wire, pins,chairs and laps and/or welding. The contractors should note this whilequoting the rates. All iron workshall be free from rust, scale and the rate shall be inclusive of painting with 3 coats ofapproved make over one coat ofprimer to iron work.



PAYMENT CERTIFICATE

PAGE : 14 of 37





67FMR-9.52 560.00 INR SQM 400.000 224,000.00 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.

68FMR-9.17 840.00 INR EA 6.000 5,040.00 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.

69FMR-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.

70FMR-7.19 145.00 INR SQM 0.000 0.00 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 any type divider with brushing by wire brush as per relevant I. S. codes to satisfaction ofEngineer in charge ---etc. complete.



PAYMENT CERTIFICATE

PAGE : 15 of 37





71CS-12 2,156.00 INR M3 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Extra Over above for excavation in hard strata by chiselling.

72FMR-7.40 12,075.0

0 INR FHM 0.000 0.00 0.000 0.000 0.00 0.000 0.00

To carry out total station survey of the road with reference toexisting co-ordinate system by establishing control stationsbyestablishing temporary bench mark from permanent bench mark, markingcentre line of the road by nails, carrying out detailedlevelling,plotting cross sections longitudinally at 10 mtr. intervals with levelsat every 2 mtr. cross distance, preparingdrawings on Auto cad to the scale of 1:500 and supplying 2 hard copies and 1 soft copy inC.D. form.. etc. complete from 18.30to 27.45 mtr. wide road.

73FMR-7.41 2,415.00 INR HMT 0.000 0.00 0.000 0.000 0.00 0.000 0.00

To carry out total station survey of the road with reference toexisting co-ordinate system by establishing control stationsbyestablishing temporary bench mark from permanent bench mark, markingcentre line of the road by nails, carrying out detailedlevelling,plotting cross sections longitudinally at 10 mtr. intervals with levelsat every 2 mtr. cross distance, preparingdrawings on Auto cad to the scale of 1:500 and supplying 2 hard copies and 1 soft copy inC.D. form.. etc. complete from 18.30to 27.45 mtr. wide road - Extraover and above for every 100 mtrs. And part thereof.

74FMR-4.02 259.00 INR MTR 1,350.000 349,650.00 0.000 0.000 0.00 0.000 0.00

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 : 16 of 37





75FMR-3.16 240.00 INR SQM 25.000 6,000.00 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.

76FMR-3.17 323.00 INR SQM 200.000 64,600.00 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.

77FMCCR-10.61 582.00 INR MTR 1,000.000 582,000.00 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 : 17 of 37





78FMCCR-10.62 495.00 INR MTR 1,700.000 841,500.00 580.000 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).

79FMR-9.19 18,071.0

0 INR NOS 6.000 108,426.00 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 : 18 of 37





80FMR-9.33 75,801.0

0 INR NOS 2.000 151,602.00 0.000 0.000 0.00 0.000 0.00

Direction – Board – Providing, Fabricating, Erecting on site Direction Board (of type 3S-A1) (LARGE-1), as per the designincorporated in the catalogue of street Furniture published by M.C.G.M.,Vertical pole shall be ISMC-350, Signage plaque (box)shall be of size 1200mm x 2400mm made of ISMC100mm and bracing of MS angle 50mm x 50mm x 6mm, covered with 3 mm thickaluminum sheet / F.R.P.Sheet on both sides, the box assembly; shall be fixed to the vertical pole. The box shall bepastedwith HIGH INTENSITY GRADE retro reflective base sheets on both sides conforming to I.R.C. 67 CODE.Letters or signages tobe pasted on this box shall also be of HIGH INTENSITY GRADE (up to 50% ofbasic area) conforming to I.R.C. 67 CODE. Thereflectivity of sheet shall have guarantee of 7years. The reflection count shall not be less than 90% of its originalreflection after 7 years.The vertical poles shall be provided with 20 mm dia 6 nos. hold fasts embedded in 1:2:4 CCfoundationof size 1500 mm x 1500mm as shown in drawing (3S-A1.1). The assembly shall be treatedwith RustIcide solution of approvedcompany and applied with Polyurethane primer and Paint to resistrusting of material (the treatment shall be given as perManufactures specification and certificateto than effect shall be submitted along with guarantee certificate). Further, itshall be paintedwith matt finish enamel paint, street grey colour (having 90% black content.) The cost is inclusiveof makinggood the damage portion of footpath and lining work with pavers blocks and removing debrisetc. Complete as per specificationand as directed by the Engineer.



PAYMENT CERTIFICATE

PAGE : 19 of 37





81FMR-9.37 7,771.00 INR NOS 3.000 23,313.00 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. Square pipeof size 50mm x 50mm x 3.5mm thick.Signage plaque (box) shall be of size 600mm dia. The box shall be made of MS Square pipe ofsize25mm x 25mm x3mm thick covered with 3 mm thick aluminum sheet / F.R.P. Sheet on both sides, The boxassembly; shall befixed 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 shall either be withbase plate of M.S. of size 200 x 200 x 6mm thick, 16 dia J Bolts orembedding the pole in foundation with 12mm dia x 6 nos.hold fasts embedded in 1:2:4 concrete asshown in drawing (IS-A.1).Assembly shall be treated with resticide solution ofapproved company andapplied with polyusathane primer and paint to resist rusting of materials (The treatment shall begiven asper specifications and certificate to that effect shall be submitted along with GuaranteeCertificate. The cost is inclusive ofmaking good the damage portion of footpath and lining workwith pavers blocks and removing debris etc. Complete as perspecification and as directed by theEngineer.

82FMR-7.07 13.00 INR MTR 100.000 1,300.00 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.

83FMR-1.19 6.00 INR SQM 500.000 3,000.00 0.000 0.000 0.00 0.000 0.00

Extra over for using vibratory roller IDD-22 at time of reinstatementof trench in road work as per New Road Specifications



PAYMENT CERTIFICATE

PAGE : 20 of 37





84FMR-5.07A 5,757.00 INR SQM 30.000 172,710.00 0.000 0.000 0.00 0.000 0.00

P/L hot mixed graded Bituminous macadam with 3.30% ( with tolderanceof +0.3) of 60/70 pen. Bitumen by weight of mix usingreconditionedmilling material and adding antistripping agent at the rate of 1% of bitumen, by weight to the requiredthickness,to bring theroad to proper level, & camber rolling with power roller,Vibratoryroller & sensor paver etc.(This itemwill be paid on volumetric basis by computing its dimensions by actual measurements).( Usingreconditioned milling material 30%)(As per New Road SpecificationsClause No. 380)

85FMR-2.22 2,271.00 INR M3 5,000.000 11,355,000.0

0 1,150.000 0.000 0.00 1,150.000 2,611,650.00

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).

86FMR-2.21 2,618.00 INR M3 3,050.000 7,984,900.00 600.000 0.000 0.00 600.000 1,570,800.00

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).)



PAYMENT CERTIFICATE

PAGE : 21 of 37





87FMCCR-10.39A 4,404.00 INR M3 1,000.000 4,404,000.00 260.000 0.000 0.00 260.000 1,145,040.00

Providing and laying Dry Lean Concrete base including providing coarseand fine aggregate to the specified gradation usingminimum cementcontent150 kg/cum of concrete with OPC 43 grade cement, mixing of concerete as per approved design mix usingmechanised batch mixplant of appropriate capacity, transporting and laying and compactingwith vibratory roller of mimumum 80-100 KN static weight to give desired compacted density and average compressive strength of 10MPa at 7 days and curing withliquid curing compound and sprinklingwater and covering with moist hesian cloth or ponding of waterfor 7 days includingproviding construction joints, including allmaterial, labour, machinery with all leads and lifts etc. complete asspecified andas dirercted by the Engineer. A) Laying by manually.

88FMR-9.07 3,030.00 INR MTR 300.000 909,000.00 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)

89FMR-9.07(B) 401.00 INR MTR 100.000 40,100.00 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

90FMR-9.07(C) 483.00 INR MTR 100.000 48,300.00 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.

91FMR-9.07(D) 157.00 INR MTR 100.000 15,700.00 0.000 0.000 0.00 0.000 0.00

Add for providing advertisement panel for advertisement, If provided.



PAYMENT CERTIFICATE

PAGE : 22 of 37





92FMCCR-10.37 343.00 INR EA 500.000 171,500.00 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.

93FMR-4.07 323.00 INR MTR 165.000 53,295.00 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.

94FMCCR-10.56 420.00 INR MTR 465.000 195,300.00 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.

95CS-18 13.00 INR M3

311,850.000

4,054,050.0076,070.000

0.000 0.00 76,070.000 988,910.00

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%]

96FMR-4.21 53.00 INR MTR 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Removing any type of c.c. tapered kerbs from the existing island etc.& transporting the same anywhere in the city & subrubs &stacking the same nearby as directed.



PAYMENT CERTIFICATE

PAGE : 23 of 37





97HE-H-26A 1,266.00 INR EA 20.000 25,320.00 4.000 0.000 0.00 4.000 5,064.00

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.

98FMR-7.55 477.00 INR MTR 1,600.000 763,200.00 530.000 0.000 0.00 530.000 252,810.00

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

99FMR-7.56 563.00 INR MTR 4,000.000 2,252,000.00 1,175.000 0.000 0.00 1,175.000 661,525.00

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.

100FMR-7.58 265.00 INR MTR 1,600.000 424,000.00 560.000 0.000 0.00 560.000 148,400.00

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.



PAYMENT CERTIFICATE

PAGE : 24 of 37





101FMR-2.04 229.00 INR SQM 900.000 206,100.00 240.000 0.000 0.00 240.000 54,960.00

Laying hand set rubble packing (using municipal rubble)25cm. Thick tothe required level & camber, filling in the voids withnew chips &60mm. metal etc. including spreading over the rubble layer 60mm. Size,new metal 75mm. thick compacting to thesatisfaction of theEngineer by a roller weighing not less than 10 tonnes as specified & asdirected by the Engineer .

102FMSWD-45 67.00 INR SQM 1,115.000 74,705.00 143.000 0.000 0.00 143.000 9,581.00

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.

103FMB-16.01 18.00 INR MTR 400.000 7,200.00 95.000 0.000 0.00 95.000 1,710.00

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

104FMB-16.02 46.00 INR MTR 400.000 18,400.00 85.000 0.000 0.00 85.000 3,910.00

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

105FMR-3.31 187.00 INR SQM 3,000.000 561,000.00 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.



PAYMENT CERTIFICATE

PAGE : 25 of 37





106FMR-3.34 1,175.00 INR SQM 1,050.000 1,233,750.00 0.000 0.000 0.00 0.000 0.00

Providing & fixing in the footpath, 80 mm thick Lacquer coated (Reflective) interlocking white 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 50 N/mm² manufactured indouble layer precast concrete blocks. Thetop layer of paverblock should be 12 to 15 mm thick and consist cubical shape stoneaggregate 8 mm size sieve 100% passing andretain on 4.75 mm size sieve, silica sand and with pure iron oxide ultra voilete stabilized pigment @ 5% by weight ofwhitecement and should be coated withlacquer having hard, high abrasive resistance and water repellent. Thebottom layer ingray cementshould be 65 to 68 mm thick having 12 mm size sieve 100% passing aggregate as per technicalspecification placed onuniformly graded river sand cushioning ofaverage compacted thickness 25 mm properly compacted with mechanicalco

107FMR-7.01 526.00 INR EA 25.000 13,150.00 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.

108FMSWD-203 13,101.0

0 INR NOS 35.000 458,535.00 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.)

109FMSP-65 7,403.00 INR MTR 0.000 0.00 0.000 0.000 0.00 0.000 0.00


110FMSP-67 9,696.00 INR MTR 0.000 0.00 0.000 0.000 0.00 0.000 0.00




PAYMENT CERTIFICATE

PAGE : 26 of 37





111FMCCR-10.64A 8,921.00 INR M3 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Providing & laying M-60 C.C. and Avg. Flextural Strength of 5.0 MPa in3days procured from M.C.G.M.approved R.M.C. plantincluding use ofMicrosilica approved make superplastisizer and transported by transit mixer and placing at work site.Compacting finishing, initialcuring by approved curing compound Contractors water and tarring thesides of slab with hotbitumen as specified and directed (w/c ratio 0.35 maximum)(vata for curring will be paid separately.)NOTE: THIS ITEM SHOULDBE OPRATED ONLY AFTER SPECIFIC SANCTION OFDIR(E.S.& P.)NOTE: FOR SPECIAL ADMIXUERES ITEMS SUCH AS ELKEM MICROSILICA,POLYPROPELYNE FIBER, BSF GLANIUM SKY,EARLY STRENGTH SUPERPLASTYSIZER, STEEL FIBER REINFORCEMENT ETC. ORIGINAL CHALAN SHOULDBEPRODUCED , FAILING WHICH NO PAYMENT TO BE MADE.

112FMCCR-10.72 55.00 INR MTR 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Green Cutting of construction & dummy joints of M-40 C.C.& above (Ultrathin white topping)slab by mechanical means withinperiod of concretestrength @ 80 to 100 kg/ cm² or earlier, casting of bay/slab as directed. Transverse dummy & Longitudinalconstruction joints 1/2 thickness of concrete pavement & 3to4mm wide

113FMR-5.20 63.00 INR SQM 4,500.000 283,500.00 1,240.000 0.000 0.00 1,240.000 78,120.00

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)

114FMR-5.27 19.00 INR SQM 0.000 0.00 0.000 0.000 0.00 0.000 0.00

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)



PAYMENT CERTIFICATE

PAGE : 27 of 37





115FMR-5.29 21.00 INR SQM 4,500.000 94,500.00 1,240.000 0.000 0.00 1,240.000 26,040.00

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)

116FMSWD-74 804.00 INR MTR 600.000 482,400.00 80.000 0.000 0.00 80.000 64,320.00

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).

117FMSP-69 17,747.0

0 INR MTR 25.000 443,675.00 0.000 0.000 0.00 0.000 0.00


118FMSP-61 3,426.00 INR MTR 0.000 0.00 0.000 0.000 0.00 0.000 0.00


119FMSP-64 6,197.00 INR MTR 100.000 619,700.00 0.000 0.000 0.00 0.000 0.00


120FMSP-59 2,484.00 INR MTR 0.000 0.00 0.000 0.000 0.00 0.000 0.00




PAYMENT CERTIFICATE

PAGE : 28 of 37





121FMR-7.38 11,500.0

0 INR FHM 1.000 11,500.00 1.000 0.000 0.00 1.000 11,500.00

(a) To carry out total station survey of the road with reference toexisting co-ordinate system by establishing controlstations byestablishing temporary bench mark from permanent bench mark, marking centre line of the road by nails, carrying outdetailed levelling,plotting cross sections longitudinally at 20 mtr. intervals with levelsat every 4 mtr. cross distance,preparing drawings on Auto cad to the scale of 1:500 and supplying 2 hard copies and 1 soft copy inC.D. form.. etc. completeupto 18.3 mtr wide road.

122FMR-7.39 2,300.00 INR HMT 2.000 4,600.00 2.000 0.000 0.00 2.000 4,600.00

To carry out total station survey of the road with reference toexisting co-ordinate system by establishing control stationsbyestablishing temporary bench mark from permanent bench mark, marking centre line of the road by nails, carrying out detailedlevelling,plotting cross sections longitudinally at 20 mtr. intervals with levelsat every 4 mtr. cross distance, preparingdrawings on Auto cadto the scale of 1:500 and supplying 2 hard copies and 1 soft copy inC.D. form.. etc. complete upto 18.3mtr wide road. ,Extra over andabove for every 100 mtrs. And part thereof.



PAYMENT CERTIFICATE

PAGE : 29 of 37





123FMSWD-111 125,930.

00 INR EA 2.000 251,860.00 1.000 0.000 0.00 1.000 125,930.00

Construction on SWD brick masonry rectangular manhole 2.44 M. x 1.82 M. built in brick masonrycement mortor 1:2 plasteredboth inside and outside with 20 mm.thick cement mortor 1:1 (withoutwater proffing compound) and neat cement rendering so asto give smooth surface, including 300 mm.thick, M-15 cement concrete in foundation and in haunches and channels finishedsmooth with 20mm.thick cement plaster in cement mortar 1:1 and providing C.I.Steps (weighing approx. 5.44 Kg.Each)at 375mm.c/c including 75 mm. wide vata all around the external portion of the manhole and thefoundation concrete in cement mortar1:1 supporting the incoming pipes with brick masonry wherevernecessary including C.I. heavy airtight rectangular frame andcovers ( Two Nos.) (size 0.91 M, x0.61 M. weighing between 259 to 287 Kg.) resting on 300 mm. high R.C.C. slab in cementconcrete M 30grade 300 mm. high M 30 cap with necessary centering including finishing the cap with cementplaster on both theside 1:1 & neat cement rending so as to give a smooth surface in line & levelwith the brick masonary surface & as perstandard specifications & drawing. in Dy.Ch.E.(SWD) City &C.C.'s office without excavation Height of M.H. 2.44 M. (AS per I.S.456 of 2000 RCC Slab & RCCCoping is to be casted in M-30 instead of M-20 & M-15 though shown in drawing and rate isinclusiveof M30 ) Note :- Plastic steps of approved brand may be used for Manholes and Chambers if plasticcoated steps areused rebate of Rs.47/- shall be taken.

124FMSWD-112 18,792.0

0 INR MTR 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Extra for above manhole per M.D. (Rebate at the same rate will betaken if the depth of M.H. is less than 2.44 M.)

125HE-H-26-A 83.00 INR KG 550.000 45,650.00 110.000 0.000 0.00 110.000 9,130.00

Extra over above for using new material in C.I. (weight in Kg.)

126FMSP-44 363.00 INR MTR 150.000 54,450.00 0.000 0.000 0.00 0.000 0.00

Providing & laying 150 mm. dia. stoneware pipes including jointing,filleting etc. complete as specified & as directed.



PAYMENT CERTIFICATE

PAGE : 30 of 37





127FMR-5.51A 636.00 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 75 mm.with antistripingagent at 1.00%by weight of bitumen using grading II of MORTH(As per newRoad Specification clause no.354)

128CS-13 3,753.00 INR M3 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Extra Over above for excavation in hard strata by splitter machine.

129FMR-5.16 91.00 INR SQM 0.000 0.00 0.000 0.000 0.00 0.000 0.00

P/L hot mixed premix seal coat 10mm. thick with 5.65% (with toleranceof ± 0.3 ) of 60/70pen. Bitumen by weight of mixbitumen contentincluding rolling etc. complete.

130FMR-3.24 1,093.00 INR SQM 0.000 0.00 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



PAYMENT CERTIFICATE

PAGE : 31 of 37





131FMR-3.14 923.00 INR SQM 200.000 184,600.00 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.

132FMR-3.29 403.00 INR SQM 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Removing & fixing interlocking concrete pavers of 100 mm thick,having of any size, shape and colour considering 10% breakagearea ofpaver block while removing same from position and replaced sameby 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.

133FMCCR-10.68 1,351.00 INR MTR 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Providing and fixing pre-cast Central Median divider Type- II ofR.M.C.M-20 C.C. on Road as per drawing, finished neatly,compacting ,curing, form work, etc, including beding R.M.C. M-10 C.C, 15 cmthick, filling of joints in C.M. 1:2 & paintingthe exposed surfacewith 3 coat of road marking paint, Grade-I of approved colour andquality including required excavation inC.C., asphalt etc. and removing the same any where in City & Sub limit, levelling the same asspecified and as directed by theEngineer.( Note:-Every 10 dividersshall have 40 mm. dia. hole along the center line of divider at formation level of road todrain off rain water / excess water.)



PAYMENT CERTIFICATE

PAGE : 32 of 37





134FMR-7.44 14,375.0

0 INR FHM 0.000 0.00 0.000 0.000 0.00 0.000 0.00

To carry out total station survey of the road with reference toexisting co-ordinate system by establishing control stationsbyestablishing temporary bench mark from permanent bench mark, markingcentre line of the road by nails, carrying out detailedlevelling,plotting cross sections longitudinally at 10 mtr. intervals with levelsat every 2 mtr. cross distance, preparingdrawings on Auto cad to the scale of 1:500 and supplying 2 hard copies and 1 soft copy inC.D. form.. etc. complete for roadswider than 36.6 mtr.

135FMR-7.45 2,875.00 INR HMT 0.000 0.00 0.000 0.000 0.00 0.000 0.00

To carry out total station survey of the road with reference toexisting co-ordinate system by establishing control stationsbyestablishing temporary bench mark from permanent bench mark, markingcentre line of the road by nails, carrying out detailedlevelling,plotting cross sections longitudinally at 10 mtr. intervals with levelsat every 2 mtr. cross distance, preparingdrawings on Auto cad to the scale of 1:500 and supplying 2 hard copies and 1 soft copy inC.D. form.. etc. complete for roadswider than 36.6 mtr., Extra overand above for every 100 mtrs. And part thereof.

136FMR-7.18 51.00 INR MTR 1,025.000 52,275.00 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.



PAYMENT CERTIFICATE

PAGE : 33 of 37





137FMSWD-117 22,495.0

0 INR EA 7.000 157,465.00 0.000 0.000 0.00 0.000 0.00

Constructing brick masonry inspection chamber rectangular 0.91 M x0.45 M (3'.0" x 1'.6") 0.61 M (2'.0") deep on storm waterdrain with 9"brick walls in cement mortar 1:2 plastered both inside and outside with 20 mm thick cement mortar (1:1) and neatcement renderingso as to give a smooth surface including 230 mm (9") cement concretebedding (M 15) and cement concrete inhaunches and channelsfinished smooth with 20 mm thick cement mortar (1:1) and fixing C.I.heavy air-tight rectangular frame andcover of size 0.91 M x 0.45 M(3'.0" x 1'.6") weighing between 233 kg. to 247 kg. resting on 30 cm high c.c. cap M 15 with(1:1) cement plaster on both sides andnecessary C.I. steps at 375 mm c/c including 75 mm wide vata all roundthe externalportion of chamber and the foundation concrete in C.M. 1:1 etc.complete as per plan in Dy.Ch.E. (SWD) P & D's office(withoutexcavation)

138FMSWD-118 6,128.00 INR MTR 3.000 18,384.00 0.000 0.000 0.00 0.000 0.00

Extra over above for every additional meter depth upto 2.5 M (8'.0")with necessary centering etc. all complete as perdirection.

139FMSWD-119 26,412.0

0 INR EA 5.000 132,060.00 5.000 0.000 0.00 5.000 132,060.00

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.

140FMSWD-120 6,558.00 INR MTR 5.000 32,790.00 3.000 0.000 0.00 3.000 19,674.00

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

141FMCCR-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 : 34 of 37





142FMSWD-76 1,573.00 INR MTR 50.000 78,650.00 15.000 0.000 0.00 15.000 23,595.00

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).

143FMSWD-170 7,112.00 INR EA 0.000 0.00 0.000 0.000 0.00 0.000 0.00

Constructing Dummy Water Entrances (Double) of size 1170X 600 ( havivgtwo clear opening each of 500 X 600) with cast in situcoping, haunchesin M15 ,beams in M20 & RCC dhapas in M35 complete without excvation & without M.S. gratting as directed and asper drawing No / Dy. Ch. E. /SWD/ dtd 14/10/94 up to depth of 1.4 M.

144FMSWD-152 185.00 INR EA 15.000 2,775.00 0.000 0.000 0.00 0.000 0.00

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

145FMSWD-187 2,228.00 INR NOS 0.000 0.00 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.

146FMSWD-197 18,543.0

0 INR NOS 4.000 74,172.00 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.)

147FMSWD-198 70,703.0

0 INR NOS 2.000 141,406.00 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.)



PAYMENT CERTIFICATE

PAGE : 35 of 37





148FMSWD-199 18,367.0

0 INR NOS 1.000 18,367.00 0.000 0.000 0.00 0.000 0.00


149FMSWD-200 20,977.0

0 INR NOS 1.000 20,977.00 1.000 0.000 0.00 1.000 20,977.00


150FMSWD-201 11,018.0

0 INR NOS 1.000 11,018.00 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.)

151FMR-7.09 102.00 INR PSM 0.000 0.00 0.000 0.000 0.00 0.000 0.00

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.

152FMB-19.58 22.00 INR SQM 1,500.000 33,000.00 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.

Total Amount 0.00 18,136,226.95

14.10-NA

Net Amount 0.00 15,579,244.34



PAYMENT CERTIFICATE

PAGE : 36 of 37


Deductions

WORK CONTRACT TAX 2 % 311,584.89

TDS 2.266 % 353,025.68

Additions

Deductions 664,610.57

Additions 0.00

Other Project Costs

Other Project Cost 0.00

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 14,914,633.77

Accounting Information

Base Amount :18,136,226.95 Base Amount for TDS & WCT :15,579,244.34 Base Amount for Other deductions & Charges :



PAYMENT CERTIFICATE

PAGE : 37 of 37


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

WBS Element

Project Charges Dr 504400021 RT1-13-021.007

Vendor Cr 1128 14,914,633.77

TDS Cr 353,025.68 11 2001440000 22100000000

WORK CONTRACT TAX Cr 311,584.89 11 2001440000 22100000000

NOTE

Retention Money 5%Labour Cess 1%IT 2%WCT 2%

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

Signature of the Contractor Signature of the Executive


municipal corporation of greater mumbai …portal.mcgm.gov.in/irj/go/km/docs/documents/mcgm...

Documents