Civil WorkName of work : Construction of Fly over interconnecting both campus of BEG in Pune city near Holkar BridgeClient: Pune Municipal CorporationConsultant:C.V.Kand consultant Pvt. Ltd. PuneContractor:M/S J. M. MhatreAbstract R.A.BILL NO-9Tender Item No.Item of WorkQuantityRate Tender QuantityExcsses-Saving QuantityTotal UptodatePrepaidNow to be paidRs.UnitTotal UptodatePrepaidNow to be paid12345678.009.0010.00Chapter No :-11Clearing and grubbing road land including uprooting all vegetation,grass,bush shrubs,saplings and trees of girth upto 300 mm, removal of stumps of trees of girth of all sizes including removing stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials as directed by Engineer with all leads and lifts etc.complete as per specification.5000.005000.004680.0002500.0002180.0003.85Square Meter18018.009625.008393.000.0000.002Taking trial bores for detailed investigation 75 mm (3") boring including all necessary materials such as casting pipes and accessories ,oil , grease , steel balls and such other materials as required , including conveying such materials and machinery to site of work and preserving the loose samplesin glass or plastic jar / core sample box with core samples serially numbered at site of work and conveying the same to the head quarter of concerned office as directed. Spec. as directed by Engineer-in-charge8.008.008.0008.0000.00012000.00Number96000.0096000.000.003Removing rich mix Cement Concrete including stacking the spoils as directed with all leads, lifts, complete. (As directed by Engineer -In - Charge) 45.4545.4536.81214.94021.872340.00Cubic meter12515.915079.607436.314Dismantling the R.C.C. work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed.(As directed by Engineer -In - Charge) 50.0058.0022.87821.1501.728944.00Cubic meter21596.8319965.601631.235Dismantling Brick masonry / stone masonary in lime or cement mortar and stacking the material as directed with all leads, lifts, complete.(As directed by Engineer -In - Charge) 67.50125.0091.89550.84541.050268.00Cubic meter24627.8613626.4611001.406Dismantling of flexible pavements, Footpath and disposal of dismantled materials including all leads & lifts, stacking serviceable and unserviceable materials separately450.00450.00152.66430.560122.104254.00Cubic meter38776.667762.2431014.42211535.26152058.9059476.36Chapter No :-27Excavation for (roadway) foundations of Structure by Mechanical means in earth, soil of all sorts, sand gravel or soft murum, in hard murum and in hard murum & boulders including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all directed by PMC or otherwise contractor do its own arrangement for disposal. Spec. no. MORTH - 301Depth 0.00 to 1.00m157.00448.06460.396411.93148.46549.00Cubic meter22559.4020184.622374.79

Depth 1.00 to 2.00m157.00265.02267.725219.44448.28164.00Cubic meter17134.4014044.423089.98

Depth 2.00 to 3.00m78.5078.5011.5290.00011.52981.00Cubic meter0.000.000.00

8Conveying excavated material to a lead of 15 km for disposal 392.50800.00631.375631.3750.000193.60Cubic meter122234.20122234.200.00

9Excavation for (roadway) foundations of Structure in ordinary rock, by Chiseling / wedging , where blasting is prohibited including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all leads & lifts or stacking as directed by Engineer incharge and spreading for embankment or stacking as directed.Depth 0.00 to 1.00m157.00295.00273.126224.66148.465233.00Cubic meter63638.3652346.0111292.35

Depth 1.00 to 2.00m78.50170.00170.000124.33645.664239.00Cubic meter40630.0029716.3010913.70

10Conveying excavated material to a lead of 15 km for disposal 235.50100.000.0000.0000.000387.15Cubic meter0.000.000.0011Excavation for (roadway) foundations of Structure and drain in hard rock by wedging and chiseling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials in all lifts and leads spreading or stacking as directed completeDepth 0.00 to 1.00m157.00420.00373.337373.3370.000703.00Cubic meter262455.91262455.910.00

Depth 1.00 to 2.00m78.5021.9821.97521.9750.000778.00Cubic meter17096.5517096.550.00

12Conveying excavated material to a lead of 15 km for disposal 117.7550.000.0000.0000.000387.15Cubic meter0.000.000.0013Dewatering the excavated trenches & pools of water in the trenches / pipeline trenches / well works by using pumps & other devices including disposing off water to a safe distance as directed by Engineer-in-charge. (including cost of labour machinery & fuel) etc. complete.6000.006000.005350.0005350.0000.00033.00BHP/hr176550.00176550.000.0014providing laying & Dry rubble soling of 15 to 20 cm trap/granite / quartzite / gneiss stone rubble including conveying, laying by hand packing etc complete 45.00120.00109.1010.00109.101574.00Cubic meter62623.970.0062623.97784922.80694628.0190294.7890294.784Chapter No :-315Providing, machine mixing using automatic batch mixing plant, transporting, pumping and laying controlled M15 grade plain cement concrete ( PCC ) in foundations and other locations compacting, curing required shuttering and its removal, bailing/pumping out water to keep the site dry all times, cleaning, preparing surfaces, etc.; complete for all heights, depths and leads as per the drawing and specifications all as directed by the EIC, complete to his satisfaction.250.70360.00286.967207.63379.3343942.00Cubic meter1131223.91818489.29312734.6316Providing, machine mixing using automated batch mixing plant, transporting, pumping and laying controlled M30 grade reinforced cement concrete ( RCC ) for foundation works vibrating, curing, required shuttering, scaffolding as required, bailing/ pumping out water to keep site dry all times, cleaning, preparing surfaces, etc.; applying required approved bitumen paint to faces in contact with earth excluding reinforcement and bitumen paint; for all heights, depths and leads as per the drawing all as directed by the EIC, complete to his satisfaction.157.00312.54312.540266.37546.1654644.00Cubic meter1451435.761237045.50214390.2617Providing and laying in situ M-20 RCC. grade concrete of trap, granite / quartzite / gneiss metal for cast in situ raft, walls etc. including compacting by vibrating, curing and including necessary formwork and bailing out water (For raft,wall & slab, etc.)183.50246.0048.48936.48912.0004427.00Cubic meter214660.80161536.8053124.0018Providing, machine mixing using automated batch mixing plant, transporting, pumping and laying controlled M30 grade reinforced cement concrete ( RCC ) for pier ( Substructure) works vibrating, curing, required shuttering, scaffolding as required, bailing/ pumping out water to keep site dry all times, cleaning, preparing surfaces, etc.; applying required approved bitumen paint to faces in contact with earth excluding reinforcement and bitumen paint; for all heights, depths and leads as per the drawing all as directed by the EIC, complete to his satisfaction.421.94325.00202.699190.98011.7194644.00Cubic meter941334.16886911.8654422.3019Providing, machine mixing using automated batch mixing plant, transporting, pumping and laying controlled M40 grade reinforced cement concrete ( RCC ) for Pier Cap, Pedestals & Abutment cap etc.works vibrating, curing, required shuttering, scaffolding as required, bailing/ pumping out water to keep site dry all times, cleaning, preparing surfaces, etc.; applying required approved bitumen paint to faces in contact with earth excluding reinforcement and bitumen paint; for all heights, depths and leads as per the drawing all as directed by the EIC, complete to his satisfaction.180.65160.00124.249124.2490.0005117.00Cubic meter635782.13635782.130.0020Providing, machine mixing using automated batch mixing plant, transporting, pumping and laying controlled M60 grade with micro silica reinforced cement concrete ( RCC ) in bridge deck for precast and in-situ works including vibrating, curing, required formwork, scaffolding as per design and pattern, cleaning, preparing surfaces, erecting the precast deck segments in location, glue and gluing the segment joints, aligning, etc.; excluding reinforcement; for all heights, and leads as per the drawing all as directed by the EIC, complete to his satisfaction. 396.40260.000.0000.0000.0008231.00Cubic meter0.000.000.0021Providing and laying controlled in-situ cement concrete of M45 grade in Box Girders including necessary centering,formwork,mixing by Using Admixture in mechanised batch mix plant, transporting,placing,compacting by mechanical vibrators, post threading of cables,finishing,curing etc.complete including inserts if any,epoxy mortar filling in anchorages,etc.complete as directed by Engineer and as per specification,excluding reinforcement and HTS strands. 750.00730.00691.463690.2801.1836751.50Cubic meter4668412.444660425.427987.0222Providing and fixing HYSD bar reinforcement of various diameters for foundations,Sub structure & Superstructure etc.. As per detailed design, drawings and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. (TMT -FE - 415 )298.46359.00213.854203.28510.56950100.00Metric Tone10714085.4010184578.50529506.9023Providing and fixing in position to exact profile and prestressing high tensile strands of specified ultimate strength standard end anchorages, cable ducts, grouting ducts after prestressing and bearing plates with wedges as per detailed drawings including necessary plant and machinery for prestressing etc. complete. 42.4223.8423.83623.8360.000115500Metric Tone2753112.322688736.0564376.2724Supplying, fitting, fixing in position true to line and level POT - PTFE bearing consisting of metal piston supported by disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be cast steel / fabricated structural steel, metal and elastomer elements to be as per IRC:83 part I & II respectively and other parts confirming to BS:5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved techinical specifications. 7700.006392.004820.0004820.0000.000283.50Metric Tone1366470.001366470.000.0025Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specification to be installed by the manufacturer / supplier or their authorized representative ensuring compliance to the manufacturers instructions for installation etc. complete.80.0050.000.0000.0000.0009956.00Running Meter0.000.000.0026Providing and fabricating structural steel work in rolled section fixed with connecting plates or angle cleats,etc. as per detailed designs and drawings or as directed including cutting, fabricating hoisting, erecting, fixing in position, making rivete / bolted / welded connections and one coat of anticorrosive paint and over it two coat of oil painting complete. 26.6826.680.0000.0000.00052616.00Metric Ton0.000.000.0023876516.9322639975.551236541.38-0.00Chapter No :-427Providing weep holes in Plain Concrete/ Reinforced concrete abutment, wing walls/ return wall complete as per drawing and technical specification ( PVC Pipe Of 110 mm dia)266.00266.0014.7014.700.0064.00Rmt940.80940.800.0028Providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to the thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall to the full height compacted to a firm condition complete as per Drawing and technical specifications. 1206.000.000.000.000.00462.00Cubic Meter0.000.000.0029Providing expansion joints with 25mm thick bituminous pad as per detailed drawing.80.0050.000.0000.0000.0001732.50Square Meter0.000.000.0030Providing, machine mixing using automated batch mixing plant, transporting, pumping and laying controlled M30 grade reinforced cement concrete (RCC) for RCC crash Barrier works vibrating, curing, required formwork, scaffolding as per design and pattern, cleaning, preparing surfaces, etc.; as per the drawing all as directed by the EIC, complete to his satisfaction. 1000.00860.00238.621116.070122.5512868.60Rmt684508.20332958.40351549.8031Providing railing of mild steel angle post 2m centre to centre of section 75 mm x 75mm x 10 mm or equivalent I/ channel section of height 1.05m above bridge surface with minimum anchor length of 30cm including hold fast of 25mm dia. M.S. bar welded at the bottom and concreting of 1:3:6 of size 30 x 30 x 30 cm with three rows of 40mm 'B' class G.I. pipe provided at 30 cm centre to centre including scaffolding and with one coat of anticorrosive paint and over it two coats of oil painting, curing of concrete etc. complete.500.00470.000.0000.0000.0001685.00Running Meter0.000.000.0032Providing G.I. 100mm dia water spouts complete as per drawing and technical specification.64.0064.000.0000.0000.0001008.00Number0.000.000.0033Providing laying and fixing P.V.C pipe of 110 mm dia. with fittings such as bends, tees, reducers, clamps etc. in proper line and level with necessary fittings etc. complete as directed by Engineer in charge below footpath over bridge1500.001410.000.0000.0000.000179.55Running Meter0.000.000.0034Providing and erecting in position Reinforced Earth Structure with Geogrid/reinforcing steel of approved characteristic strength as per design with minimum area of discrete panels of face area not less than 0.80 sq.m. including filter media, earthwork, drainage pipe, design of RE Structure, guarantee etc. complete for the required heights.2660.002175.001940.6351320.000620.6356160 ( Part Rate = 5852 is realsed)Square Meter11356596.026911520.004445076.02Note :- 5% rate is hold for submission of original Gurantee BondTotal Rs12042045.027245419.204796625.824796625.82Chapter No :-535Excavation for roadway by Mechanical means in earth, soil of all sorts, sand gravel or soft murum, in hard murum and in hard murum & boulders including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all directed by PMC or otherwise contractor do its own arrangement for disposal. Depth 0.00 to 1.00m1675.002900.002222.7400.0002222.74049.00Cubic meter108914.260.00108914.2636Construction of embankment with approved materials obtained from borrow pits with all lifts and leads , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 ,8375.008375.006888.386143.7626744.624133.00Cubic meter916155.3419120.35897034.9937Construction of subgrade and Murum shoulders with approved materials obtained from borrow pits with all lifts and leads , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.1675.001675.00646.9800.000646.980211.00Cubic meter136512.780.00136512.7838Construction of granular sub-base (structural Layer)by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 871.00871.000.0000.0000.000968.00Cubic meter0.000.000.0039Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.1025.001025.000.0000.0000.0001211.00Cubic meter0.000.000.0040Providing and applying primer coat using bituminous emulsion or cut back primer over prepared surface of granular base with emulsion preheated to a temperature between 120OC - 160OC and applying a uniform coat with the aid of self propelled bitumen pressure sprayer with self heating arrangement and spraying bar with nozzles of constant volume for pressure system at 6 kg/10 sqm including all materials, labour, machinery etc. complete with all leads and lifts as directed by Engineer and as per specification.3750.003750.000.0000.0000.00026.00Square Meter0.000.000.0041Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.50 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.7500.007500.000.0000.0000.00020.00Square meter0.000.000.0042Providing and laying dense graded bituminous macadam (using 60/70 grade Bitumen) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects212.63212.630.0000.0000.0005617.00Cubic meter0.000.000.0043Providing and laying bituminous concrete (using 60/70 grade Bitumen) with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects93.7593.750.0000.0000.0005901.00Cubic meter0.000.000.0044Providing and applying thermo plastic reflective paint of any color or compound for traffic lane strips 100 / 150 mm. wide and 3 mm. thick of Pigment 10% on clean dry and good road surface with 10% glass beads, 20% binder, 10% extender and 60% of filler material as per M.O.S.T. Specification No. 803.4187.95187.950.0000.0000.000401.00Square meter0.000.000.0045Providing and Fixing 60mm thick interlocking concrete paver blocks of plain finish of sizeand shape having compressive strength 300Kg/Sq cm (M30 grade) in gray color and manufactured on fully automatic machine (Plant), 50mm thick stone grit bedding laid in proper position, leveling, filling joints with stone dust, cleaning including loading, unloading, transporting etc. complete as directed by Engineer-in-charge and as per additional specification attached.600.00600.000.0000.0000.000465.00Square meter0.000.000.00Total Rs1161582.3819120.351142462.031142462.03Chapter No :-646Providing and fixing marble tablet of size and description as per detailed drawings including moulded marble / 1:2 cement mortar border. 2.702.700.5400.5400.0003675.00Square meter1984.501984.500.0047Proving and applying two coats of waterproof cement paint of approved manufacturer and of approved color to the concrete surface including scaffolding if necessary cleaning and preparing the surface, watering for two days complete 25511.8025511.800.0000.0000.00063.00Square Meter0.000.000.0048Providing & laying Cement Concrete pipe of ISNP-2 class of required diameter in proper line,level & slope including providing, fixing collars in CM 1:2 curing complete. 40.0040.000.0000.0000.000740.00Running Meter0.000.000.00900 mm dia49Providing J.C.B. on hire charges including operator diesel oil & other necessary maintenance etc. complete. As directed by Engineer-in-charge.(62 HP 1.2Cum Bucket) 50.0050.0035.00035.0000.000994.35Hour34802.2534802.250.0050Providing dumper/tipper on hire charges including operator diesel oil & other necessary maintenance etc. complete. As directed by Engineer-in-charge. 100.00100.0050.00050.0000.000539.00Hour26950.0026950.000.0051Providing and carrying out load test on bridge deck with simulated loading including provision,placing and removal of loading,supplying,fixing and removing deflection measuring instruments etc. complete with platforms for fixing the instruments etc. complete as per the details supplied and specification and as directed by Engineer and including submission of required results in triplicate after satisfactory completion of the load test800.00800.000.0000.0000.0001000.00Metric tone0.000.000.00Total Rs63736.7563736.750.00Shifting of Existing 11 KV Electrical Cable

6211 K.V XLPE 3 Core Round armoured Cable in size300 Sq.mm 500580557557.000.001810.00Running Meter1008170.001008170.000.00

6311 K.V XLPE 3 Core Round armoured Cable in size 95 Sq.mm 20957575.000.00930.00Running Meter69750.0069750.000.00

6411 K.V Heat Shrinkable Indoor type cable end kit suitable for 300 Sq.mm XLPE cable 6733.000.005858.00Kit17574.0017574.000.006911 K.V Heat Shrinkable straight through joint suitable for 300 Sq.mm XLPE cable 1444.000.0016784.00Number67136.0067136.000.00

70Labour charges for HT ID/OD joint 111455.000.001000.00Number5000.005000.000.00

71Labour charges for HT straight through joint 1111.000.001500.00Number1500.001500.000.00

72Excavtion 1m Deep on Murum/Tar Road 420655597597.000.00120.00Running Meter71640.0071640.000.00

73HT Cable laying charges520520505505.000.0060.00Running Meter30300.0030300.000.0077Supplying & Laying Half Round Pipe 150mm Dia 350655579579.000.0080.00Running Meter46320.0046320.000.001317390.001317390.000.000.00Shifting of Exsisting water line

79Excavation for foundation pipe trenches in earth soil of all types 91.0070.0052.3420.0052.34252.50cum2747.960.002747.9698Providing machine mixing using automatic batch mixing plant M-15 grade (PCC)44.0044.0012.0180.0012.0183942.00cum47374.960.0047374.9650122.910.0050122.91

Grand Total39507852.0432132328.767375523.287375523.280.00Deduct 0.09 %35557.0728919.106637.97Net payable39472294.9732103409.667368885.31EXTRA ITEMSEIA-1Providing, machine mixing using automated batch mixing plant, transporting, pumping and laying controlled M30 grade reinforced cement concrete ( RCC ) for foundation works vibrating, curing, required shuttering, scaffolding as required, bailing/ pumping out water to keep site dry all times, cleaning, preparing surfaces, etc.; applying required approved bitumen paint to faces in contact with earth excluding reinforcement and bitumen paint; for all heights, depths and leads as per the drawing all as directed by the EIC, complete to his satisfaction.0441.4617.448017.4485210Cum90904.080.0090904.08Deduct 0.09 %81.810.0081.81Net payable90822.270.0090822.27

2-300-c4 Core x 10 Sqmm XLPE Cable132.4132.4132.400.00130.00Per metere17212.0017212.000.00

2-301-a3.5 Core x 70 Sqmm Cable172.3172.3172.300.00370.00Per metere63751.0063751.000.00

2-301-d3.5 Core x 185 Sqmm Cable225.2225.2225.200.00855.00Per metere192546.00192546.000.00

2-220-b70 Sqmm to 120 Sqmm cable end555.000.00225.00per cable end1125.001125.000.00

2-220-cAbove 120 Sqmm cable end555.000.00375.001875.001875.000.00

2-223-a upto 120 Sqmm00.000.00

2-223-bFrom 120 to 300 Sqmm joint00.000.00

2-302-b3.5 Core x 70 sqmm00.000.00

2-302-d3.5 Core x 185 sqmm00.000.00

2-294-c4 way F.P.00.000.00

2-294-eMin. F.P.666.000.008970.00per No53820.0053820.000.00

2-294-fL.T. Bus bar 63amp111.000.001665.00per No1665.001665.000.00

2-226-aExcavation in ordinary soft soil155.34155.34155.340.0070.00Cum10873.8010873.800.00

2-218-aErection of LT mini F.P. upto 100 KVA/LT 3 way F.P./D.B. by concreting & earthing with GI strip666.000.001000.00Per No6000.006000.000.00

2-218-bErection of LT 4way F.P. upto 200 KVA D.B. by concreting & earthing with GI strip00.000.000.000.00

199Removal of L.T. conductor from erected pole transporting it to central store of PMC/MSEB888.000.00100.00Per cond/Span800.00800.000.00

313Supplying and erecting Siemens type brass cable glands for 3.5 core x 70 sqmm for PVC/XPLE armou555.000.0070.00Per No350.00350.000.00

bSupply & laying half round RCC pipe 150mm dia.272272272.000.0090.00Per Meter24480.0024480.000.00

Total374497.80374497.800.00Water line shifting EI-22Water supply lines of various diameter to be removed 030300.0030.00103.00RMT3090.000.003090.00EI-23Prov. MS pipes and specials 048003464.2050.003464.2176.00kg263279.580.00263279.58EI-24Lowering and laying in position MS pipe line048003464.2050.003464.213.00kg10392.620.0010392.62ET-25Welding the mild steel pipes and joints 017.5213.160.0013.16769.00Rmt10120.040.0010120.04EI-26Prov. DK-9 pipes 027180.0018.0007573.00Rmt136314.000.00136314.00ET-28Prov. 450 mm sluice valves0440.004.000182255.00No729020.000.00729020.00EI-29Fixing 450 mm Sluice valves 0420.002.000878.00No1756.000.001756.00EI-30Prov. GP joint0420.002.00018927.00No37854.000.0037854.00EI-31fixing 450 mm GP joint0620.002.000303.00No606.000.00606.00

Pump House shifting Total1192432.240.001192432.24EI-36Construction of UCR 07.51.9590.001.9592518.00Cum4932.760.004932.76EI-37construction of Brick masonary06.26.20.006.2004835.00Cum29977.000.0029977.00EI-38Internal plastering03230.2420.0030.242275.00Sq-m8316.550.008316.55EI-39External plastering032320.0032.000291.00Sq-m9312.000.009312.00EI-40Prov. And fixing GI Sheet01513.2820.0013.282478.00Sq-m6348.800.006348.80EI-41Windows of bajari glass01.041.040.001.0403480.00Sq-m3619.200.003619.20EI-42Anchor type flush door 01.871.8450.001.8452309.00Sq-m4260.110.004260.11

Total66766.410.0066766.41

Deduction:-Total A +B41196813.6932477907.468718906.228718906Deduct S.D. 2 %-174378Deduct I.T. 2.25 %-196175Deduct Vat. 2.00 %-174378Deduct Ces 1.00 %-87189Royalty-257173Total Deduction:--889294Total Deduction-889294

Net Payable7829612.26

Rupees Seven Lac Ninety Thousand One Hundred Ninety Eight Only2-198-bBy gas cutting with 1ft below G/L00.000.000.00

2-8`-1Junction Box00.000.000.00

For JMMFor CVKFor PMC

Electrical WorkName of work : Construction of Fly over interconnecting both campus of BEG in Pune city near Holkar BridgeClient: Pune Municipal CorporationConsultantC.V.Kand consultant Pvt. Ltd. PuneContractorM/S J. M. MhatreElectrical WorkTender Item No.Item of WorkQuantityRate AmountTender QuantityPreviously PaidThis Bill Upto DateRs.UnitTender AmountPreviously Paid This Bill Upto date 12345578910

52Supplying and erecting 7.5m high hot dip fully galvanised octagonal pole with bottom of 155 mm A/F, top 70mm A/F made form 3 mm thick HT plate & 260 x 260 x 6mm base plate with 1500 mm long decorative sword type double arm bracket complete erected in an approved manner on provided foundation. (Similiar to Bajaj make).240.000.000.0020595.00Each Number494280.000.000.00053Supplying and erecting Single piece Die Cast Streetlight with IP 66 designed to operate effectively with 150 w HPSV SON T PIA plus type lamps. The luminaire is designed to withstand to / adverse weather conditions, provide optimum illumination and confirm to relevant BIS specifications. 480.000.000.004350.00Each Number208800.000.000.00054Junction Boxes in Size 30X 20X10 Cm 3 thick of fibre glass . Fixed with 25 X 3 Clamper provided with MCCB 96 TO 40 A SCR 10 KA Steel PMC DSR NO. 240.000.000.00815.00Each Number19560.000.000.00055Supply and erection Feeder Pillar for streelights along with following accessories 1) AC3 duty 3 Phase 63 Amp Simens / L&T / Crompton make contactor (2 No. each) 2) 440 V 63 Amp isolator (1 no) Simens / L& T Crompton make. 3) Single pole 40 Amp 10KA MCB - 6 Nos. 32 Amp 230 V with back connector make MDS/ Crompton / L&T. 4) 63 aMP. Kitkat (3 Nos.) make Bosma / Anchor/ Vinay 5) Danger Board (1 Nos.) 6) Earthing as per ISI 733 (2 Nos.) 7) Flange type cable glands (3 Nos.) 8) TPN Bus bar 100 Amp with 20 X5 mm copper strip on porcelain insulator. 6 mm zing plated nut bolts. spring washer etc. 9) Wring with 11 V. 4 Sqmm copper wire with colour coat . 10) 4 Pole 40 Amp , 100 ml Amp ELCB ISI mark. 11) Electronic type timer . Specification of Power Saver (20 KVA) CRGO Laminations and pure copper used for making Auto transformes for minimizing losses * Eco friendly leads to reduction in carbon emission *Automatic Power Factor Correction with advance micro- Processor base technology *Maintains perfect sinne wave form *Enhances the life of lamps and chokes *No disruption in power supply in PMC RA10.000.000.00232000.00Each Number232000.000.000.00056Supplying & erecting galvanised cast iron earth plate size 60 x 60 x 0.6 cms buried in specifically prepared earth pit so as to keep top of earth plate 1.5 mtr. below ground leve with 30 kg chaarcoal and salt each complete with necessary length of double GI earth wire 8 SWG connceted to plate with cadmium plate GI nut bolts 12 mm dia with bituminous compound with 12 mm dia GI pipe 2 mtr deep but at right angle at 0.6 m below ground level and remaining portion of GI wire from surface of the earth to switchgears in PVC pipe upto accessible height duly sealed at both ends by bituminous compound complete connceted to the nearest switchgears with end socket as per direction and duly testedby earth tester and recording the results. As per PMC dsr No.260.000.000.00400.00Each Number10400.000.000.00057Supplying and laying (including excavation) 90 mm outside dia, double walled corrugated pipes (DWC) of polyethylene (conforming to IS 14930 II) (similar to TELEREX) with necessary connecting sockets / couplings, tees of same material at required depth upto 90 cms below road / ground surface for enclosing provided cable and necessary back filling with light ramming to make the road / ground surface as it was (except bitumen carpet) 4000.000.000.0091.00Running Meter36400.000.000.00058Supplying & erecting PVC armored cable 1100 V. grade with I.S.I. mark 3.5 core 50 Sq.mm. Stranded aluminium conductor with 6mm. Thick 25 mm. with M.S. spacers & G.I. saddles screwed, with continuous 10 SWG G.I. Earth wire complete erected on wall/on trusses with 22 guage x 25mm width G.I. strip / erected on pole with 25 x 3 mm M.S. clamps /in provided trench / in provided pipe in an approved manner. 5000.000.00227.00Running Meter11350.000.000.00059Supplying & erecting PVC armored cable 1100 V. grade with I.S.I. mark 4 core 25 Sq.mm. Stranded aluminium conductor with 6mm. Thick 25 mm. with M.S. spacers & G.I. saddles screwed, with continuous 10 SWG G.I. Earth wire complete erected on wall/on trusses with 22 guage x 25mm width G.I. strip / erected on pole with 25 x 3 mm M.S. clamps /in provided trench / in provided pipe in an approved manner. 5000.000.00241.00Running Meter12050.000.000.00060Supplying & erecting PVC armored cable 1100 V. grade with I.S.I. mark 4 core 16 Sq.mm. Stranded aluminium conductor with 6mm. Thick 25 mm. with M.S. spacers & G.I. saddles screwed, with continuous 10 SWG G.I. Earth wire complete erected on wall/on trusses with 22 guage x 25mm width G.I. strip / erected on pole with 25 x 3 mm M.S. clamps /in provided trench / in provided pipe in an approved manner. 40000.000.00185.00Running Meter74000.000.000.00061Supplying & erecting PVC armored cable 1100 V. grade with I.S.I. mark 4 core 10 Sq.mm. Stranded aluminium conductor with 6mm. Thick 25 mm. with M.S. spacers & G.I. saddles screwed, with continuous 10 SWG G.I. Earth wire complete erected on wall/on trusses with 22 guage x 25mm width G.I. strip / erected on pole with 25 x 3 mm M.S. clamps /in provided trench / in provided pipe in an approved manner. 10000.000.0025.00Running Meter2500.000.000.000Total Rs1101340.000.000.000.00

Shifting of Existing 11 KV Electrical Cable

6211 K.V XLPE 3 Core Round armoured Cable in size300 Sq.mm 520.0052.001810.00Running Meter94120.000.0094120.00

6311 K.V XLPE 3 Core Round armoured Cable in size 95 Sq.mm 750.0075.00930.00Running Meter69750.000.0069750.00

6411 K.V Heat Shrinkable Indoor type cable end kit suitable for 300 Sq.mm XLPE cable 10.001.005858.00Kit5858.000.005858.000.000.000.006511 K.V Heat Shrinkable Indoor type cable end kit suitable for 95 Sq.mm XLPE cable 00.000.004589.00Kit0.000.000.000.000.000.006611 K.V Heat Shrinkable outdoor type cable end kit suitable for 95 Sq.mm XLPE cable 0.007391.00Kit0.000.000.000.000.000.006711 K.V Heat Shrinkable outdoor type cable end kit suitable for 300 Sq.mm XLPE cable 0.008923.00Kit0.000.000.000.000.000.006811 K.V 4 Way HT Feeder Piller 0.0025410.00Number0.000.000.00

6911 K.V Heat Shrinkable straight through joint suitable for 300 Sq.mm XLPE cable 30.003.0016784.00Number50352.000.0050352.00

70Labour charges for HT ID/OD joint 30.003.001000.00Number3000.000.003000.00

71Labour charges for HT straight through joint 30.003.001500.00Number4500.000.004500.00

72Excavtion 1m Deep on Murum/Tar Road 1270.00127.00120.00Running Meter15240.000.0015240.00

73HT cable Laying Charges incloding staching handling/ transportation 0.0060.00Running Meter0.000.000.000.000.000.0074Removal of HT cable of any size with handling & Transporting to store of MSEDCL/PMC 0.0030.00Running Meter0.000.000.000.000.000.0075Eraction of HT 4Way F.P. with Board stand 7 Earting 8 SWG GI wire concreting by contractor 0.001000.00Job0.000.000.000.000.000.0076Supplying & Laying full Round RCC Pipe 150mm Dia 0.00140.00Running Meter0.000.000.000.000.000.0077Supplying & Laying Half Round Pipe 150mm Dia 1270.00127.0080.00Running Meter10160.000.0010160.00

78Supplying & Laying (incl. excavation) 146mm out side DWC Pipe 0.00251.00Running Meter

Total Work Done Amount For Electrical Work:-(B)252980.000.00252980.00Total Work Done Amount (A+B)ERROR:#REF!ERROR:#REF!ERROR:#REF!Deduct 0.09% BelowERROR:#REF!ERROR:#REF!ERROR:#REF!Net Payabel Amount:-ERROR:#REF!ERROR:#REF!ERROR:#REF!

For JMMFor CVKFor PMC

Measurement summaryName of work: Construction of Fly over interconnecting both campus of BEG in Pune city near Holkar BridgeClient: Pune Municipal CorporationConsultantC.V.Kand consultant Pvt. Ltd. PuneContractorM/S J. M. MhatreMeasurement Summary for R.A.Bill-06Tender Item No.Item of WorkQty.Remark

1234Chapter No :-11Clearing and grubbing road land including uprooting all vegetation,grass,bush shrubs,saplings and trees of girth upto 300 mm, removal of stumps of trees of girth of all sizes including removing stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials as directed by Engineer with all leads and lifts etc.complete as per specification.Total uptodate Qty2500.000Prepaid Qty2500.000Qty. Now to be Paid0.0002Taking trial bores for detailed investigation 75 mm (3") boring including all necessary materials such as casting pipes and accessories ,oil , grease , steel balls and such other materials as required , including conveying such materials and machinery to site of work and preserving the loose samplesin glass or plastic jar / core sample box with core samples serially numbered at site of work and conveying the same to the head quarter of concerned office as directed. Spec. as directed by Engineer-in-chargeTotal uptodate Qty8.000No.Prepaid Qty8.000Qty. Now to be Paid0.000No.3Removing rich mix Cement Concrete including stacking the spoils as directed with all leads, lifts, complete. (As directed by Engineer -In - Charge) Total uptodate Qty14.940CumPrepaid Qty14.940Qty. Now to be Paid0.000Cum4Dismantling the R.C.C. work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed.(As directed by Engineer -In - Charge) Total uptodate Qty21.150CumPrepaid Qty21.150Qty. Now to be Paid0.000Cum5Dismantling Brick masonry / stone masonary in lime or cement mortar and stacking the material as directed with all leads, lifts, complete.(As directed by Engineer -In - Charge) Total uptodate Qty50.845CumPrepaid Qty50.845Qty. Now to be Paid0.000Cum6Dismantling of flexible pavements, Footpath and disposal of dismantled materials including all leads & lifts, stacking serviceable and unserviceable materials separatelyTotal uptodate Qty30.560CumPrepaid Qty30.560Qty. Now to be Paid0.000Cum

Chapter No :-27Excavation for (roadway) foundations of Structure by Mechanical means in earth, soil of all sorts, sand gravel or soft murum, in hard murum and in hard murum & boulders including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all directed by PMC or otherwise contractor do its own arrangement for disposal. Spec. no. MORTH - 301Depth 0.00 to 1.00mTotal uptodate Qty411.931CumPrepaid Qty411.931Qty. Now to be Paid0.000Cum

Depth 1.00 to 2.00mTotal uptodate Qty219.444CumPrepaid Qty219.444Qty. Now to be Paid0.000Cum

Depth 2.00 to 3.00mTotal uptodate Qty0.000Prepaid Qty0.000Qty. Now to be Paid0.000Cum8Conveying excavated material to a lead of 15 km for disposal Total uptodate Qty631.375CumPrepaid Qty631.375Qty. Now to be Paid0.000Cum

9Excavation for (roadway) foundations of Structure in ordinary rock, by Chiseling / wedging , where blasting is prohibited including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all leads & lifts or stacking as directed by Engineer incharge and spreading for embankment or stacking as directed.Depth 0.00 to 1.00mTotal uptodate Qty224.661CumPrepaid Qty224.661Qty. Now to be Paid0.000Cum

Depth 1.00 to 2.00mTotal uptodate Qty124.336CumPrepaid Qty124.336Qty. Now to be Paid0.000Cum

11Excavation for (roadway) foundations of Structure and drain in hard rock by wedging and chiseling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials in all lifts and leads spreading or stacking as directed completeDepth 0.00 to 1.00mTotal uptodate Qty373.337CumPrepaid Qty373.337Qty. Now to be Paid0.000Cum

Depth 1.00 to 2.00mTotal uptodate Qty21.975CumPrepaid Qty21.975Qty. Now to be Paid0.000Cum

13Dewatering the excavated trenches & pools of water in the trenches / pipeline trenches / well works by using pumps & other devices including disposing off water to a safe distance as directed by Engineer-in-charge. (including cost of labour machinery & fuel) etc. complete.Total uptodate Qty5350.000Prepaid Qty5350.000Qty. Now to be Paid0.000BHP/HOUR14providing laying & Dry rubble soling of 15 to 20 cm trap/granite / quartzite / gneiss stone rubble including conveying, laying by hand packing etc complete Total uptodate Qty0.000CumPrepaid Qty0.000CumQty. Now to be Paid0.000Cum

Chapter No :-315Providing, machine mixing using automatic batch mixing plant, transporting, pumping and laying controlled M15 grade plain cement concrete ( PCC ) in foundations and other locations compacting, curing required shuttering and its removal, bailing/pumping out water to keep the site dry all times, cleaning, preparing surfaces, etc.; complete for all heights, depths and leads as per the drawing and specifications all as directed by the EIC, complete to his satisfaction.Total uptodate Qty207.633CumPrepaid Qty207.633Qty. Now to be Paid0.000Cum16Providing, machine mixing using automated batch mixing plant, transporting, pumping and laying controlled M30 grade reinforced cement concrete ( RCC ) for foundation works vibrating, curing, required shuttering, scaffolding as required, bailing/ pumping out water to keep site dry all times, cleaning, preparing surfaces, etc.; applying required approved bitumen paint to faces in contact with earth excluding reinforcement and bitumen paint; for all heights, depths and leads as per the drawing all as directed by the EIC, complete to his satisfaction.Total uptodate Qty266.375CumPrepaid Qty266.375Qty. Now to be Paid0.000Cum17Providing and laying in situ M-20 RCC. grade concrete of trap, granite / quartzite / gneiss metal for cast in situ raft, walls etc. including compacting by vibrating, curing and including necessary formwork and bailing out water (For raft,wall & slab, etc.)Total uptodate Qty36.489CumPrepaid Qty0.000Qty. Now to be Paid36.489Cum18Providing, machine mixing using automated batch mixing plant, transporting, pumping and laying controlled M30 grade reinforced cement concrete ( RCC ) for pier ( Substructure) works vibrating, curing, required shuttering, scaffolding as required, bailing/ pumping out water to keep site dry all times, cleaning, preparing surfaces, etc.; applying required approved bitumen paint to faces in contact with earth excluding reinforcement and bitumen paint; for all heights, depths and leads as per the drawing all as directed by the EIC, complete to his satisfaction.Total uptodate Qty190.980CumPrepaid Qty185.862CumQty. Now to be Paid5.118Cum19Providing, machine mixing using automated batch mixing plant, transporting, pumping and laying controlled M40 grade reinforced cement concrete ( RCC ) for Pier Cap, Pedestals & Abutment cap etc.works vibrating, curing, required shuttering, scaffolding as required, bailing/ pumping out water to keep site dry all times, cleaning, preparing surfaces, etc.; applying required approved bitumen paint to faces in contact with earth excluding reinforcement and bitumen paint; for all heights, depths and leads as per the drawing all as directed by the EIC, complete to his satisfaction.Total uptodate Qty124.249CumPrepaid Qty124.249CumQty. Now to be Paid0.000Cum21Providing and laying controlled in-situ cement concrete of M45 grade in Box Girders including necessary centering,formwork,mixing by Using Admixture in mechanised batch mix plant, transporting,placing,compacting by mechanical vibrators, post threading of cables,finishing,curing etc.complete including inserts if any,epoxy mortar filling in anchorages,etc.complete as directed by Engineer and as per specification,excluding reinforcement and HTS strands. Total uptodate Qty681.750CumPrepaid Qty681.750CumQty. Now to be Paid0.000Cum22Providing and fixing HYSD bar reinforcement of various diameters for foundations,Sub structure & Superstructure etc.. As per detailed design, drawings and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. (TMT -FE - 415 )Total uptodate Qty201.177M.T.Prepaid Qty200.058M.T.Qty. Now to be Paid1.119M.T.23Providing and fixing in position to exact profile and prestressing high tensile strands of specified ultimate strength standard end anchorages, cable ducts, grouting ducts after prestressing and bearing plates with wedges as per detailed drawings including necessary plant and machinery for prestressing etc. complete. Total uptodate Qty23.836M.T.Prepaid Qty18.258M.T.Qty. Now to be Paid5.579M.T.24Supplying, fitting, fixing in position true to line and level POT - PTFE bearing consisting of metal piston supported by disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be cast steel / fabricated structural steel, metal and elastomer elements to be as per IRC:83 part I & II respectively and other parts confirming to BS:5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved techinical specifications. Total uptodate Qty4820.000M.T.Prepaid Qty4820.000M.T.Qty. Now to be Paid0.000M.T.

27Providing weep holes in Plain Concrete/ Reinforced concrete abutment, wing walls/ return wall complete as per drawing and technical specification ( PVC Pipe Of 110 mm dia)Total uptodate Qty14.700RmtPrepaid Qty14.700RmtQty. Now to be Paid0.000Rmt

28Providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to the thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall to the full height compacted to a firm condition complete as per Drawing and technical specifications.

Total uptodate Qty0.000CumPrepaid Qty0.000Qty. Now to be Paid0.000Cum30Providing, machine mixing using automated batch mixing plant, transporting, pumping and laying controlled M30 grade reinforced cement concrete (RCC) for RCC crash Barrier works vibrating, curing, required formwork, scaffolding as per design and pattern, cleaning, preparing surfaces, etc.; as per the drawing all as directed by the EIC, complete to his satisfaction. Total uptodate Qty116.070RmtPrepaid Qty93.728RmtQty. Now to be Paid22.342Rmt33Providing laying and fixing P.V.C pipe of 110 mm dia. with fittings such as bends, tees, reducers, clamps etc. in proper line and level with necessary fittings etc. complete as directed by Engineer in charge below footpath over bridge

Total uptodate Qty0.000RmtPrepaid Qty0.000RmtQty. Now to be Paid0.000Rmt

34Providing and erecting in position Reinforced Earth Structure with Geogrid/reinforcing steel of approved characteristic strength as per design with minimum area of discrete panels of face area not less than 0.80 sq.m. including filter media, earthwork, drainage pipe, design of RE Structure, guarantee etc. complete for the required heights.Total uptodate Qty820.000Sq.mPrepaid Qty0.000Sq.mQty. Now to be Paid820.000Sq.m

Chapter No :-5

35Excavation for roadway by Mechanical means in earth, soil of all sorts, sand gravel or soft murum, in hard murum and in hard murum & boulders including dressing section

Depth 0.00 to 1.00mTotal uptodate Qty0.000CumPrepaid Qty0.000CumQty. Now to be Paid0.000Cum36Construction of embankment with approved materials obtained from borrow pits with all lifts and leads , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 ,Total uptodate Qty143.762CumPrepaid Qty143.762Qty. Now to be Paid0.000Cum

37Construction of subgrade and Murum shoulders with approved materials obtained from borrow pits with all lifts and leads , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Total uptodate Qty0.000CumPrepaid Qty0.000CumQty. Now to be Paid0.000Cum

Chapter No :-646Providing and fixing marble tablet of size and description as per detailed drawings including moulded marble / 1:2 cement mortar border. Total uptodate Qty0.540Sq.mPrepaid Qty0.540Qty. Now to be Paid0.000Sq.m49Providing J.C.B. on hire charges including operator diesel oil & other necessary maintenance etc. complete. As directed by Engineer-in-charge.(62 HP 1.2Cum Bucket) Total uptodate Qty35.000HoursPrepaid Qty35.000Qty. Now to be Paid0.000Hours50Providing dumper/tipper on hire charges including operator diesel oil & other necessary maintenance etc. complete. As directed by Engineer-in-charge. Total uptodate Qty50.000HoursPrepaid Qty50.000Qty. Now to be Paid0.000Hours

Shifting of Existing 11 KV Electrical Cable6211 K.V XLPE 3 Core Round armoured Cable in size300 Sq.mm Total uptodate Qty557.000RmtPrepaid Qty557.000Qty. Now to be Paid0.000Rmt

6311 K.V XLPE 3 Core Round armoured Cable in size 95 Sq.mm Total uptodate Qty75.000RmtPrepaid Qty75.000Qty. Now to be Paid0.000Rmt

6411 K.V Heat Shrinkable Indoor type cable end kit suitable for 300 Sq.mm XLPE cable Total uptodate Qty3.000KitPrepaid Qty3.000Qty. Now to be Paid0.000Kit

6911 K.V Heat Shrinkable straight through joint suitable for 300 Sq.mm XLPE cable Total uptodate Qty4.000No.Prepaid Qty4.000Qty. Now to be Paid0.000No.

70Labour charges for HT ID/OD joint Total uptodate Qty5.000No.Prepaid Qty5.000Qty. Now to be Paid0.000No.

71Labour charges for HT straight through joint Total uptodate Qty1.000No.Prepaid Qty1.000Qty. Now to be Paid0.000No.

72Excavtion 1m Deep on Murum/Tar Road Total uptodate Qty597.000RmtPrepaid Qty597.000Qty. Now to be Paid0.000Rmt

73HT Cable laying chargesTotal uptodate Qty505.000RmtPrepaid Qty505.000Qty. Now to be Paid0.000Rmt

77Supplying & Laying Half Round Pipe 150mm Dia Total uptodate Qty579.000RmtPrepaid Qty579.000Qty. Now to be Paid0.000Rmt

EXTRA ITEMS

2-300-c4 Core x 10 Sqmm XLPE CableTotal uptodate Qty132.400Prepaid Qty132.400Qty. Now to be Paid0.000

2-301-a3.5 Core x 70 Sqmm CableTotal uptodate Qty172.300Prepaid Qty172.300Qty. Now to be Paid0.000

2-301-d3.5 Core x 185 Sqmm CableTotal uptodate Qty225.200Prepaid Qty225.200Qty. Now to be Paid0.000

2-220-b70 sq-mm to 120 Sqmm cable endTotal uptodate Qty5.000Prepaid Qty5.000Qty. Now to be Paid0.000

2-220-cAbove 120 Sqmm cable endTotal uptodate Qty5.000Prepaid Qty5.000Qty. Now to be Paid0.000

2-294-eMin. F.P.Total uptodate Qty6.000Prepaid Qty6.000Qty. Now to be Paid0.000

2-294-fL.T. Bus bar 63ampTotal uptodate Qty1.000Prepaid Qty1.000Qty. Now to be Paid0.000

2-226-aExcavation in ordinary soft soilTotal uptodate Qty155.340Prepaid Qty155.340Qty. Now to be Paid0.000

2-218-aErection of LT mini F.P. upto 100 KVA/LT 3 way F.P./D.B. by concreting & earthing with GI stripTotal uptodate Qty6.000Prepaid Qty6.000Qty. Now to be Paid0.000

199Removal of L.T. conductor from erected pole transporting it to central store of PMC/MSEBTotal uptodate Qty8.000Prepaid Qty8.000Qty. Now to be Paid0.000

313Supplying and erecting Siemens type brass cable glands for 3.5 core x 70 sqmm for PVC/XPLE armouTotal uptodate Qty5.000Prepaid Qty5.000Qty. Now to be Paid0.000

Supply & laying half round RCC pipe 150mm dia.Total uptodate Qty272.000Prepaid Qty272.000Qty. Now to be Paid0.000

For JMMFor CVKFor PMC

Sheet1Item No.Qty.UnitRateAmount81246.011Cum193.6241227.7314218.936Cum574125669.261751.085Cum4427226153.30185.118Cum464423767.99221.353M.T.5010067785.30235.579M.T.115500644374.5028329.735Cum462152337.573022.342Rmt2868.664090.2633364.894Rmt179.5565516.7234848.056Sqm61605224024.96351877.386Cum4991991.91372494.821Cum211526407.237453346.73