Items - Improvement of road by Cement Concrete pavement at FCI, FSD Faridabad.
| 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 road by Cement Concrete pavement at FCI, FSD Faridabad | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 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) | BI01010001010000000000000515BI0100001113 | 689.00 | cum | 2434.25 | Excess(+) | 1 | Full Conversion | INR | 1677198.25 | 1677198.25 | INR Sixteen Lakh Seventy Seven Thousand One Hundred & Ninety Eight and Paise Twenty 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) | BI01010001010000000000000515BI0100001114 | 254.00 | cum | 1503.60 | Excess(+) | 1 | Full Conversion | INR | 381914.40 | 381914.40 | INR Three Lakh Eighty One Thousand Nine Hundred & Fourteen and Paise Forty 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). | BI01010001010000000000000515BI0100001115 | 20358.00 | Sqm | 7.00 | Excess(+) | 1 | Full Conversion | INR | 142506.00 | 142506.00 | INR One Lakh Forty Two Thousand Five Hundred & Six 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 | BI01010001010000000000000515BI0100001116 | 21989.00 | Sqm | 217.45 | Excess(+) | 1 | Full Conversion | INR | 4781508.05 | 4781508.05 | INR Forty Seven Lakh Eighty One Thousand Five Hundred & Eight and Paise Five Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 5 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001117 | 911.00 | Sqm | 131.75 | Excess(+) | 1 | Full Conversion | INR | 120024.25 | 120024.25 | INR One Lakh Twenty Thousand &Twenty Four and Paise Twenty Five Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
| 6 | 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 | BI01010001010000000000000515BI0100001118 | 10910.00 | cum | 177.50 | Excess(+) | 1 | Full Conversion | INR | 1936525.00 | 1936525.00 | INR Nineteen Lakh Thirty Six Thousand Five Hundred & Twenty Five Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
| 7 | 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. | BI01010001010000000000000515BI0100001119 | 120.00 | m | 2676.55 | Excess(+) | 1 | Full Conversion | INR | 321186.00 | 321186.00 | INR Three Lakh Twenty One Thousand One Hundred & Eighty Six Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 8 | 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 per directions by Engineer-incharge | BI01010001010000000000000515BI0100001120 | 26747.00 | sqm | 3.35 | Excess(+) | 1 | Full Conversion | INR | 89602.45 | 89602.45 | INR Eighty Nine Thousand Six Hundred & Two and Paise Forty Five Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 9 | 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 | BI01010001010000000000000515BI0100001121 | 6687.00 | cum | 2784.00 | Excess(+) | 1 | Full Conversion | INR | 18616608.00 | 18616608.00 | INR One Crore Eighty Six Lakh Sixteen Thousand Six Hundred & Eight Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
| 10 | 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. | BI01010001010000000000000515BI0100001122 | 2675.00 | cum | 4148.65 | Excess(+) | 1 | Full Conversion | INR | 11097638.75 | 11097638.75 | INR One Crore Ten Lakh Ninety Seven Thousand Six Hundred & Thirty Eight and Paise Seventy Five Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
| 11 | Providing and laying Separation Membrane of impermeable plastic sheeting 125 micron thick over and above lean concrete for CC road as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001123 | 26747.00 | Sqm | 24.50 | Excess(+) | 1 | Full Conversion | INR | 655301.50 | 655301.50 | INR Six Lakh Fifty Five Thousand Three Hundred & One and Paise Fifty Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 12 | Providing and laying design mix cement concrete of M-40 grade 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.Cement concrete manufactured in automatic batching plant(RMC plant)i/c transportation to site in transit mixer. | BI01010001010000000000000515BI0100001125 | 8112.00 | cum | 11538.55 | Excess(+) | 1 | Full Conversion | INR | 93600717.60 | 93600717.60 | INR Nine Crore Thirty Six Lakh Seven Hundred & Seventeen and Paise Sixty Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
| 13 | 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.) | BI01010001010000000000000515BI0100001126 | 77245.00 | per cm depth per cm width per m length | 5.30 | Excess(+) | 1 | Full Conversion | INR | 409398.50 | 409398.50 | INR Four Lakh Nine Thousand Three Hundred & Ninety Eight and Paise Fifty Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
| 14 | 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 | BI01010001010000000000000515BI0100001127 | 70940.00 | per cm depth per cm width per m length | 8.65 | Excess(+) | 1 | Full Conversion | INR | 613631.00 | 613631.00 | INR Six Lakh Thirteen Thousand Six Hundred & Thirty One 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.Mild steel and Medium Tensile steel bars. | BI01010001010000000000000515BI0100001128 | 9734.00 | kg | 107.10 | Excess(+) | 1 | Full Conversion | INR | 1042511.40 | 1042511.40 | INR Ten Lakh Forty Two Thousand Five Hundred & Eleven and Paise Forty Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 16 | 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 | BI01010001010000000000000515BI0100001129 | 6704.00 | kg | 107.85 | Excess(+) | 1 | Full Conversion | INR | 723026.40 | 723026.40 | INR Seven Lakh Twenty Three Thousand &Twenty Six and Paise Forty Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 17 | 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. | BI01010001010000000000000515BI0100001130 | 3848.00 | Cum | -1856.70 | Excess(+) | 1 | Full Conversion | INR | -7144581.60 | -7144581.60 | INR Minus Seventy One Lakh Forty Four Thousand Five Hundred & Eighty Two and Paise Forty Only | ||||||||||||||||||||||||||||||||||||||||||
| 18 | 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 | BI01010001010000000000000515BI0100001131 | 14.00 | each | 11520.55 | Excess(+) | 1 | Full Conversion | INR | 161287.70 | 161287.70 | INR One Lakh Sixty One Thousand Two Hundred & Eighty Seven and Paise Seventy Only | ||||||||||||||||||||||||||||||||||||||||||
| 19 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | BI01010001010000000000000515BI0100001132 | 13.00 | cum | 3551.25 | Excess(+) | 1 | Full Conversion | INR | 46166.25 | 46166.25 | INR Forty Six Thousand One Hundred & Sixty Six and Paise Twenty Five Only | ||||||||||||||||||||||||||||||||||||||||||
| 20 | Credit of old steel including loading unloading, disposal etc. as per directio of Engr-in-Charge. | BI01010001010000000000000515BI0100001133 | 780.00 | Kg | -30.00 | Excess(+) | 1 | Full Conversion | INR | -23400.00 | -23400.00 | INR Minus Twenty Three Thousand Four Hundred Only | ||||||||||||||||||||||||||||||||||||||||||
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001134 | 277.00 | Sqm | 842.50 | Excess(+) | 1 | Full Conversion | INR | 233372.50 | 233372.50 | INR Two Lakh Thirty Three Thousand Three Hundred & Seventy Two and Paise Fifty Only | ||||||||||||||||||||||||||||||||||||||||||
| 22 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | BI01010001010000000000000515BI0100001135 | 21.00 | cum | 8583.40 | Excess(+) | 1 | Full Conversion | INR | 180251.40 | 180251.40 | INR One Lakh Eighty Thousand Two Hundred & Fifty One and Paise Forty Only | ||||||||||||||||||||||||||||||||||||||||||
| 23 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work 100 mm dia nominal bore | BI01010001010000000000000515BI0100001136 | 386.45 | metre | 2173.55 | Excess(+) | 1 | Full Conversion | INR | 839968.40 | 839968.40 | INR Eight Lakh Thirty Nine Thousand Nine Hundred & Sixty Eight and Paise Forty Only | ||||||||||||||||||||||||||||||||||||||||||
| 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | BI01010001010000000000000515BI0100001137 | 88.00 | cum | 7878.50 | Excess(+) | 1 | Full Conversion | INR | 693308.00 | 693308.00 | INR Six Lakh Ninety Three Thousand Three Hundred & Eight Only | ||||||||||||||||||||||||||||||||||||||||||
| 25 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms for all lifts including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | BI01010001010000000000000515BI0100001138 | 221.30 | cum | 260.30 | Excess(+) | 1 | Full Conversion | INR | 57604.39 | 57604.39 | INR Fifty Seven Thousand Six Hundred & Four and Paise Thirty Nine Only | ||||||||||||||||||||||||||||||||||||||||||
| 26 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depths 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 Kind of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | BI01010001010000000000000515BI0100001139 | 75.00 | metre | 352.15 | Excess(+) | 1 | Full Conversion | INR | 26411.25 | 26411.25 | INR Twenty Six Thousand Four Hundred & Eleven and Paise Twenty Five Only | ||||||||||||||||||||||||||||||||||||||||||
| 27 | Providing and laying non-pressure NP2 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 | BI01010001010000000000000515BI0100001140 | 75.00 | metre | 994.30 | Excess(+) | 1 | Full Conversion | INR | 74572.50 | 74572.50 | INR Seventy Four Thousand Five Hundred & Seventy Two and Paise Fifty Only | ||||||||||||||||||||||||||||||||||||||||||
| 28 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 300 mm diameter S.W. pipe | BI01010001010000000000000515BI0100001141 | 75.00 | metre | 1173.35 | Excess(+) | 1 | Full Conversion | INR | 88001.25 | 88001.25 | INR Eighty Eight Thousand &One and Paise Twenty Five Only | ||||||||||||||||||||||||||||||||||||||||||
| 29 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | BI01010001010000000000000515BI0100001142 | 13.22 | cum | 6812.00 | Excess(+) | 1 | Full Conversion | INR | 90054.64 | 90054.64 | INR Ninety Thousand &Fifty Four and Paise Sixty Four Only | ||||||||||||||||||||||||||||||||||||||||||
| 30 | Extra for every additional lift of 1.50 m. or part thereof in excavation / banking excavated or stacked materials.All kinds of soil | BI01010001010000000000000515BI0100001143 | 31.10 | cum | 126.80 | Excess(+) | 1 | Full Conversion | INR | 3943.48 | 3943.48 | INR Three Thousand Nine Hundred & Forty Three and Paise Forty Eight Only | ||||||||||||||||||||||||||||||||||||||||||
| 31 | 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 for all lift. | BI01010001010000000000000515BI0100001144 | 66.65 | cum | 196.00 | Excess(+) | 1 | Full Conversion | INR | 13063.40 | 13063.40 | INR Thirteen Thousand &Sixty Three and Paise Forty Only | ||||||||||||||||||||||||||||||||||||||||||
| 32 | 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) | BI01010001010000000000000515BI0100001145 | 74.30 | cum | 7370.65 | Excess(+) | 1 | Full Conversion | INR | 547639.30 | 547639.30 | INR Five Lakh Forty Seven Thousand Six Hundred & Thirty Nine and Paise Thirty Only | ||||||||||||||||||||||||||||||||||||||||||
| 33 | 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: 4 graded stone aggregate 20mm nominal size) | BI01010001010000000000000515BI0100001146 | 3.00 | cum | 9895.20 | Excess(+) | 1 | Full Conversion | INR | 29685.60 | 29685.60 | INR Twenty Nine Thousand Six Hundred & Eighty Five and Paise Sixty Only | ||||||||||||||||||||||||||||||||||||||||||
| 34 | Centering and shuttering including strutting, propping etc. and removal of form work for foundations, footings, bases for columns. | BI01010001010000000000000515BI0100001147 | 19.30 | sqm | 392.15 | Excess(+) | 1 | Full Conversion | INR | 7568.50 | 7568.50 | INR Seven Thousand Five Hundred & Sixty Eight and Paise Fifty Only | ||||||||||||||||||||||||||||||||||||||||||
| 35 | 12 mm cement plaster finished with a floating coat of neat cement of mix: 1:4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001148 | 253.30 | sqm | 425.55 | Excess(+) | 1 | Full Conversion | INR | 107791.82 | 107791.82 | INR One Lakh Seven Thousand Seven Hundred & Ninety One and Paise Eighty Two Only | ||||||||||||||||||||||||||||||||||||||||||
| 36 | 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. | BI01010001010000000000000515BI0100001149 | 58.15 | sqm | 614.20 | Excess(+) | 1 | Full Conversion | INR | 35715.73 | 35715.73 | INR Thirty Five Thousand Seven Hundred & Fifteen and Paise Seventy Three Only | ||||||||||||||||||||||||||||||||||||||||||
| 37 | 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. | BI01010001010000000000000515BI0100001150 | 2164.50 | kg | 133.70 | Excess(+) | 1 | Full Conversion | INR | 289393.65 | 289393.65 | INR Two Lakh Eighty Nine Thousand Three Hundred & Ninety Three and Paise Sixty Five Only | ||||||||||||||||||||||||||||||||||||||||||
| 38 | 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. | BI01010001010000000000000515BI0100001151 | 9.85 | cum | 1538.25 | Excess(+) | 1 | Full Conversion | INR | 15151.76 | 15151.76 | INR Fifteen Thousand One Hundred & Fifty One and Paise Seventy Six Only | ||||||||||||||||||||||||||||||||||||||||||
| 39 | 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. | BI01010001010000000000000515BI0100001152 | 67.45 | cum | 2024.50 | Excess(+) | 1 | Full Conversion | INR | 136552.53 | 136552.53 | INR One Lakh Thirty Six Thousand Five Hundred & Fifty Two and Paise Fifty Three Only | ||||||||||||||||||||||||||||||||||||||||||
| 40 | 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. All types of soils, 400 mm dia. | BI01010001010000000000000515BI0100001153 | 450.00 | meter | 990.80 | Excess(+) | 1 | Full Conversion | INR | 445860.00 | 445860.00 | INR Four Lakh Forty Five Thousand Eight Hundred & Sixty Only | ||||||||||||||||||||||||||||||||||||||||||
| 41 | 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, beyond 90 metre & upto 150 metre depth below ground level.All types of soil 400 mm dia | BI01010001010000000000000515BI0100001154 | 25.00 | meter | 1238.50 | Excess(+) | 1 | Full Conversion | INR | 30962.50 | 30962.50 | INR Thirty Thousand Nine Hundred & Sixty Two and Paise Fifty Only | ||||||||||||||||||||||||||||||||||||||||||
| 42 | 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. | BI01010001010000000000000515BI0100001155 | 500.00 | meter | 1113.35 | Excess(+) | 1 | Full Conversion | INR | 556675.00 | 556675.00 | INR Five Lakh Fifty Six Thousand Six Hundred & Seventy Five Only | ||||||||||||||||||||||||||||||||||||||||||
| 43 | 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 | BI01010001010000000000000515BI0100001156 | 5.00 | Each | 321.15 | Excess(+) | 1 | Full Conversion | INR | 1605.75 | 1605.75 | INR One Thousand Six Hundred & Five and Paise Seventy Five Only | ||||||||||||||||||||||||||||||||||||||||||
| 44 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work over | BI01010001010000000000000515BI0100001157 | 72.15 | sqm | 155.90 | Excess(+) | 1 | Full Conversion | INR | 11248.19 | 11248.19 | INR Eleven Thousand Two Hundred & Forty Eight and Paise Nineteen Only | ||||||||||||||||||||||||||||||||||||||||||
| 45 | 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. | BI01010001010000000000000515BI0100001158 | 50.00 | Each | 496.50 | Excess(+) | 1 | Full Conversion | INR | 24825.00 | 24825.00 | INR Twenty Four Thousand Eight Hundred & Twenty Five Only | ||||||||||||||||||||||||||||||||||||||||||
| 46 | 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. | BI01010001010000000000000515BI0100001159 | 25 | hour | 1085.05 | Excess(+) | 1 | Full Conversion | INR | 27126.25 | 27126.25 | INR Twenty Seven Thousand One Hundred & Twenty Six and Paise Twenty Five Only | ||||||||||||||||||||||||||||||||||||||||||
| 47 | 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. | BI01010001010000000000000515BI0100001160 | 14675.00 | cum | 263.95 | Excess(+) | 1 | Full Conversion | INR | 3873466.25 | 3873466.25 | INR Thirty Eight Lakh Seventy Three Thousand Four Hundred & Sixty Six and Paise Twenty Five Only | ||||||||||||||||||||||||||||||||||||||||||
| Total in Figures | 137690588.94 | 136209297.55 | Thirteen Crore Seventy Six Lakh Ninety Thousand Five Hundred & Eighty Eight and Paise Ninety Four 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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