Items - Improvement of internal roads by Cement Concrete pavement at FCI, FSD Ellenabad Capacity of godown 13340 MT
| Percentage BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| BoQ_Ver3.0 | Percentage | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, At Par, Excess (+), Less (-) | IOCL | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Tender Inviting Authority: AGM(CIVIL),HRO ,PKL | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of Work: Improvement of internal roads by Cement Concrete pavement at FCI, FSD Ellenabad (capacity of godowns 13340 MT) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Contract No: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of the Bidder/ Bidding Firm / Company : | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | Estimated Rate in Rs. P | Addition / Deduction | Addition / Deduction Values | Currency Convertion against each Item | Quoted Currency in INR / Other Currency | BASIC RATE In Figures To be entered by the Bidder Rs. P | Excise Duty | VAT | Freight Charges ( Unloading & Stacking) | Any Other Taxes/Duties/Levies | Other Taxes 2 | IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax | Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category | TOTAL AMOUNT in Rs. P | TOTAL AMOUNT With Taxes | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
| 1 | 2 | 3 | 3 | 4 | 5 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | 20 | 21 | 22 | 23 | 24 | 25 | 26 | 27 | 28 | 29 | 30 | 31 | 32 | 33 | 34 | 35 | 36 | 37 | 38 | 39 | 40 | 41 | 42 | 43 | 44 | 45 | 46 | 47 | 48 | 49 | 50 | 51 | 52 | 6 | 54 | 7 |
| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 51.000 | cum | 2434.25 | Excess(+) | 1 | Full Conversion | INR | 124146.75 | 124146.75 | INR One Lakh Twenty Four Thousand One Hundred & Forty Six and Paise Seventy Five Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | ||||||||||||||||||||||||||||||||||||||
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | 26.000 | cum | 1503.60 | Excess(+) | 1 | Full Conversion | INR | 39093.60 | 39093.60 | INR Thirty Nine Thousand &Ninety Three and Paise Sixty Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | ||||||||||||||||||||||||||||||||||||||
| 3 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). | 4676.000 | Sqm | 7.00 | Excess(+) | 1 | Full Conversion | INR | 32732.00 | 32732.00 | INR Thirty Two Thousand Seven Hundred & Thirty Two Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||
| 4 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Water bound macadam road | 4931.000 | Sqm | 217.45 | Excess(+) | 1 | Full Conversion | INR | 1072245.95 | 1072245.95 | INR Ten Lakh Seventy Two Thousand Two Hundred & Forty Five and Paise Ninety Five Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift , as directed by Engineer-incharge. All kinds of soil | 2492.000 | cum | 177.50 | Excess(+) | 1 | Full Conversion | INR | 442330.00 | 442330.00 | INR Four Lakh Forty Two Thousand Three Hundred & Thirty Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | ||||||||||||||||||||||||||||||||||||||
| 6 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia RCC pipes. | 60.000 | metre | 2676.55 | Excess(+) | 1 | Full Conversion | INR | 160593.00 | 160593.00 | INR One Lakh Sixty Thousand Five Hundred & Ninety Three Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | ||||||||||||||||||||||||||||||||||||||
| 7 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity, dressing to camber and consolidating with road roller including making good the undulations etc as directed by Engineer-incharge | 5475.000 | sqm | 3.35 | Excess(+) | 1 | Full Conversion | INR | 18341.25 | 18341.25 | INR Eighteen Thousand Three Hundred & Forty One and Paise Twenty Five Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||
| 8 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 1369.000 | cum | 2784.00 | Excess(+) | 1 | Full Conversion | INR | 3811296.00 | 3811296.00 | INR Thirty Eight Lakh Eleven Thousand Two Hundred & Ninety Six Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||
| 9 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer in- charge. | 548.000 | cum | 4148.65 | Excess(+) | 1 | Full Conversion | INR | 2273460.20 | 2273460.20 | INR Twenty Two Lakh Seventy Three Thousand Four Hundred & Sixty and Paise Twenty Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | ||||||||||||||||||||||||||||||||||||||
| 10 | Providing and laying Separation Membrane of impermeable plastic sheeting 125 micron thick over and above lean concrete for CC road as directed of Engineer-in-Charge. | 5475.000 | Sqm | 24.50 | Excess(+) | 1 | Full Conversion | INR | 134137.50 | 134137.50 | INR One Lakh Thirty Four Thousand One Hundred & Thirty Seven and Paise Fifty Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | ||||||||||||||||||||||||||||||||||||||
| 11 | Providing and laying design mix cement concrete of M-40 grade over separation Membrane of impermeable plastic sheeting 125 micron thick laid( membrane shall be paid sepralety) over DLC, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (As per design) by groove cutting machine,providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-40 is @ 400 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Admixture used as per design mix is payable separately. Cement concrete prepared with batch mixing machine. | 1593.000 | cum | 10969.50 | Excess(+) | 1 | Full Conversion | INR | 17474413.50 | 17474413.50 | INR One Crore Seventy Four Lakh Seventy Four Thousand Four Hundred & Thirteen and Paise Fifty Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||
| 12 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | 13639.000 | per cm depth per cm width per m length | 5.30 | Excess(+) | 1 | Full Conversion | INR | 72286.70 | 72286.70 | INR Seventy Two Thousand Two Hundred & Eighty Six and Paise Seventy Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | ||||||||||||||||||||||||||||||||||||||
| 13 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade 'A' sealing compound conforming to IS: 1834 | 9055.000 | per cm depth per cm width per m length | 8.65 | Excess(+) | 1 | Full Conversion | INR | 78325.75 | 78325.75 | INR Seventy Eight Thousand Three Hundred & Twenty Five and Paise Seventy Five Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | ||||||||||||||||||||||||||||||||||||||
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars. | 1912.000 | kg | 107.10 | Excess(+) | 1 | Full Conversion | INR | 204775.20 | 204775.20 | INR Two Lakh Four Thousand Seven Hundred & Seventy Five and Paise Twenty Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.TMT bars Fe-500D | 1175.000 | kg | 107.85 | Excess(+) | 1 | Full Conversion | INR | 126723.75 | 126723.75 | INR One Lakh Twenty Six Thousand Seven Hundred & Twenty Three and Paise Seventy Five Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||
| 16 | Credit of serviceable materials received from dismantling of Water bound macadam road by mechanical means, including loading, transporting, unloading as per direction of Engineer-in-charge for all leads including all lifts involved. | 863.000 | Cum | -1856.70 | Excess(+) | 1 | Full Conversion | INR | -1602332.10 | -1602332.10 | INR Minus Sixteen Lakh Two Thousand Three Hundred & Thirty Three and Paise Ninety Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||
| 17 | Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 10.000 | each | 11520.55 | Excess(+) | 1 | Full Conversion | INR | 115205.50 | 115205.50 | INR One Lakh Fifteen Thousand Two Hundred & Five and Paise Fifty Only | |||||||||||||||||||||||||||||||||||||||||||
| 18 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. | 20.000 | metre | 352.15 | Excess(+) | 1 | Full Conversion | INR | 7043.00 | 7043.00 | INR Seven Thousand &Forty Three Only | |||||||||||||||||||||||||||||||||||||||||||
| 19 | Extra for every additional lift of 1.50 m. or part thereof in excavation / banking excavated or stacking materials. All kinds of soil. | 12.440 | cum | 126.80 | Excess(+) | 1 | Full Conversion | INR | 1577.39 | 1577.39 | INR One Thousand Five Hundred & Seventy Seven and Paise Thirty Nine Only | |||||||||||||||||||||||||||||||||||||||||||
| 20 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations, etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m. and lift upto 1.50 m. | 26.640 | cum | 196.00 | Excess(+) | 1 | Full Conversion | INR | 5221.44 | 5221.44 | INR Five Thousand Two Hundred & Twenty One and Paise Forty Four Only | |||||||||||||||||||||||||||||||||||||||||||
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level. 1:5:10 (1 cement :5 Coarse sand receive from natural source (:10 graded stone aggregate 40 mm nominal size) | 5.290 | cum | 6518.60 | Excess(+) | 1 | Full Conversion | INR | 34483.39 | 34483.39 | INR Thirty Four Thousand Four Hundred & Eighty Three and Paise Thirty Nine Only | |||||||||||||||||||||||||||||||||||||||||||
| 22 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 Coarse sand) | 29.780 | cum | 7370.65 | Excess(+) | 1 | Full Conversion | INR | 219497.96 | 219497.96 | INR Two Lakh Nineteen Thousand Four Hundred & Ninety Seven and Paise Ninety Six Only | |||||||||||||||||||||||||||||||||||||||||||
| 23 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., upto floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 cement : 2 coarse sand:receive from natural source 4 graded stone aggregate 20mm nominal size) | 1.170 | cum | 9895.20 | Excess(+) | 1 | Full Conversion | INR | 11577.38 | 11577.38 | INR Eleven Thousand Five Hundred & Seventy Seven and Paise Thirty Eight Only | |||||||||||||||||||||||||||||||||||||||||||
| 24 | Centering and shuttering including strutting, propping etc. and removal of form work for foundations, footings, bases for columns. | 7.710 | sqm | 392.15 | Excess(+) | 1 | Full Conversion | INR | 3023.48 | 3023.48 | INR Three Thousand &Twenty Three and Paise Forty Eight Only | |||||||||||||||||||||||||||||||||||||||||||
| 25 | 12 mm cement plaster finished with a floating coat of neat cement of mix: 1:4 ( 1 cement : 4 fine sand ) | 101.340 | sqm | 425.55 | Excess(+) | 1 | Full Conversion | INR | 43125.24 | 43125.24 | INR Forty Three Thousand One Hundred & Twenty Five and Paise Twenty Four Only | |||||||||||||||||||||||||||||||||||||||||||
| 26 | Cement concrete flooring 1:2:4 (1 cement : 2 Coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete : 40mm thick with 20mm nominal size stone aggregate. | 23.250 | sqm | 614.20 | Excess(+) | 1 | Full Conversion | INR | 14280.15 | 14280.15 | INR Fourteen Thousand Two Hundred & Eighty and Paise Fifteen Only | |||||||||||||||||||||||||||||||||||||||||||
| 27 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 865.800 | kg | 133.70 | Excess(+) | 1 | Full Conversion | INR | 115757.46 | 115757.46 | INR One Lakh Fifteen Thousand Seven Hundred & Fifty Seven and Paise Forty Six Only | |||||||||||||||||||||||||||||||||||||||||||
| 28 | Supplying, filling, spreading & leveling gravels of size range 5mm to 10 mm in the recharge pit over the existing layer of boulders in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | 3.930 | cum | 1538.25 | Excess(+) | 1 | Full Conversion | INR | 6045.32 | 6045.32 | INR Six Thousand &Forty Five and Paise Thirty Two Only | |||||||||||||||||||||||||||||||||||||||||||
| 29 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine / medium / Coarse, in required grading & Sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Gravel of 2 to 4 mm size and 3 to 5 mm size. | 25.190 | cum | 2024.50 | Excess(+) | 1 | Full Conversion | INR | 50997.16 | 50997.16 | INR Fifty Thousand Nine Hundred & Ninety Seven and Paise Sixteen Only | |||||||||||||||||||||||||||||||||||||||||||
| 30 | Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS : 2800 (Part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 400 mm dia. All types of soils. | 180.000 | metre | 990.80 | Excess(+) | 1 | Full Conversion | INR | 178344.00 | 178344.00 | INR One Lakh Seventy Eight Thousand Three Hundred & Forty Four Only | |||||||||||||||||||||||||||||||||||||||||||
| 31 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia. | 190.000 | metre | 1113.35 | Excess(+) | 1 | Full Conversion | INR | 211536.50 | 211536.50 | INR Two Lakh Eleven Thousand Five Hundred & Thirty Six and Paise Fifty Only | |||||||||||||||||||||||||||||||||||||||||||
| 32 | Providing and fixing suitable size threaded mild steel Cap or spot welded plate to the top of bore well housing / casing pipe, removable as per requirement, all complete for borewell of : 200 mm dia | 2.000 | each | 321.15 | Excess(+) | 1 | Full Conversion | INR | 642.30 | 642.30 | INR Six Hundred & Forty Two and Paise Thirty Only | |||||||||||||||||||||||||||||||||||||||||||
| 33 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | 28.860 | sqm | 226.25 | Excess(+) | 1 | Full Conversion | INR | 6529.58 | 6529.58 | INR Six Thousand Five Hundred & Twenty Nine and Paise Fifty Eight Only | |||||||||||||||||||||||||||||||||||||||||||
| 34 | Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1 : 2 (1 cement : 2 fine sand) including testing of joints etc. complete. 300 mm dia R.C.C. pipe. | 20.000 | metre | 994.30 | Excess(+) | 1 | Full Conversion | INR | 19886.00 | 19886.00 | INR Nineteen Thousand Eight Hundred & Eighty Six Only | |||||||||||||||||||||||||||||||||||||||||||
| 35 | Providing M. S. footrests including fixing in man-hole with 20 x 20 x 10 cm. cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design. With 20 mm diameter round bar. | 20.000 | each | 496.50 | Excess(+) | 1 | Full Conversion | INR | 9930.00 | 9930.00 | INR Nine Thousand Nine Hundred & Thirty Only | |||||||||||||||||||||||||||||||||||||||||||
| 36 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design : 300 mm diameter S.W. pipe | 20.000 | metre | 1173.35 | Excess(+) | 1 | Full Conversion | INR | 23467.00 | 23467.00 | INR Twenty Three Thousand Four Hundred & Sixty Seven Only | |||||||||||||||||||||||||||||||||||||||||||
| 37 | Development of tube well in accordance with IS : 2800 (part I) and IS : 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | 20.000 | hour | 1085.05 | Excess(+) | 1 | Full Conversion | INR | 21701.00 | 21701.00 | INR Twenty One Thousand Seven Hundred & One Only | |||||||||||||||||||||||||||||||||||||||||||
| 38 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 3146.000 | cum | 263.95 | Excess(+) | 1 | Full Conversion | INR | 830386.70 | 830386.70 | INR Eight Lakh Thirty Thousand Three Hundred & Eighty Six and Paise Seventy Only | |||||||||||||||||||||||||||||||||||||||||||
| 39 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 100 mm dia nominal bore all as directed by Engineer-incharge. | 2173.550 | meter | 120.00 | Excess(+) | 1 | Full Conversion | INR | 260826.00 | 260826.00 | INR Two Lakh Sixty Thousand Eight Hundred & Twenty Six Only | |||||||||||||||||||||||||||||||||||||||||||
| Total in Figures | 26653653.00 | 24462569.05 | Two Crore Sixty Six Lakh Fifty Three Thousand Six Hundred & Fifty Three Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Figures | Select | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Words | INR Zero Only |
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