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| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority: Exicutive officer Nagar Panchayat Lalgopalganj Prayagraj Name of Work:-Ward 02 Mohalla Khanjahanpur , Mini Jal Sanchay Tank at NP Lalgopalganj. Contract No:March26JalSanchayTank3wd4 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 ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # S.No. Item Description Item Code / Make Quantity Units Estimated Rate inRs. 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 Without Taxes inRs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Construction of RCC Drain |
| 3 | Supply of all materials labour, T& P. Such as Boring equipments pipes lifting, and lowering etc and Making 200 mm dia bere hole in all type strata by using small rig machine upto second water bearing strata and dismantling after completion of work also including labour and T&P required to leveling of site loading arrangement etc. complete. (Jal Nigam SOR) |
| 4 | Tubewell construction |
| 5 | DC/RC Drilling up to 100 mtr |
| 6 | 0-30 M BGL |
| 7 | 30-60 M BGL |
| 8 | 60-90 M BGL |
| 9 | Preparing 140/100 mm dia (O.D.) PVC pipe Assembly ano lowering the same in already crepared bore including supply of jall T&P and labour etc. required for proper completion of work…(Jal Nigam SOR) |
| 10 | 0-30 M BGL |
| 11 | 30-60 M BGL |
| 12 | 60-90 M BGL |
| 13 | Supply and filling of Bentonic in the bore well (Jal Nigam SOR) |
| 14 | Tubewell Assembly |
| 15 | I.S.I Marked H.D.P.E pipes confirming to I.S. 14333/1996 or its lateast Amendments(s) M.195(i) |
| 16 | 110 mm dia As per Jal nigam M. 195(i) |
| 17 | Logging of borehole by electric logging etc |
| 18 | supply of unconsoildated packing of gravel with suitable size (Jal Nigam 12.50) |
| 19 | Development of tubewell |
| 20 | charges for development by 600 psi compressor including transportation air compresser and T&P up to site loading unloading and installation and dismantling etc |
| 21 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete |
| 22 | 25 mm nominal dia Pipes As per DSR No.18.9.3 |
| 23 | Pumps and Fittings |
| 24 | SITC of energy efficiant AC submmercible pumping plant with submercible flat cable of suitable length, main piping and vlves with 08 nos coulmn pipe, distance pipe for risig mainand bypas side, NRV cum pump and coolumn pipe jointer , power wiring ,chemical earthing, painting, wiring of pump house(internal & external) and installation job of pumping plant complete in all respect with all required material,T&P labour completein all respect. |
| 25 | 2 HP pump |
| 26 | Other misc ie connetion from moter to tank toti etc complete in all respect with all required material T&P labour. |
| 27 | वाटर टैंक का कार्य |
| 28 | 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 lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.dsr-2.8 |
| 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-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) dsr- 4.1.8 |
| 30 | 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 :1.5:3 (1 cement : 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) dsr-5.1.2 |
| 31 | 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. dsr-5.22.1 |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. Dsr- 5.9.1 |
| 33 | 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) dsr-2023 6.1.1 |
| 34 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1 :4 (1 cement : 4 coarse sand) dsr-6.4.1 |
| 35 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1 :1.5:3 (1 cement : 1.5 coarse sand(zone-111) derived from natural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources) dsr-5.2.2 |
| 36 | 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. dsr-2023 5.22.1 |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc dsr 5.9.2 |
| 38 | 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) dsr-2023 13.1.1 |
| 39 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete dsr-13.80 |
| 40 | White washing with lime to give an even shade dsr 13.37 |
| 41 | Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of white washing with lime dsr 13.39.2 |
| 42 | 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 sluny, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate dsr11.3.1 |
| 43 | पाइप लाइन का कार्य |
| 44 | Excavation of earth in ordinary soil (loam, clay or sand ) for pipe line and rising main trenches including lift upto 1.5 m and lead upto 50.0 m and refilling watering,ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the centre of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer-in-charge. |
| 45 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exeeding 10km. from the site of work and including watering, dressing, etc. rate to include the cost of all materials, labour, T&P etc. required for proper completion of work. |
| 46 | I.S.I Marked H.D.P.E pipes confirming to I.S. 14333/1996 or its lateast Amendments(s) M.194(i) |
| 47 | 90mm PN10 (3inch)dia hdpe. As per Jal Nigam M 194© |
| 48 | 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. Interlockig As per (DSR 16.83) |
| 49 | 1:5:10 (1 cement : 5 coarse sand derived fromnatural sources : 10 graded stone aggregate 40mm nominal size derived from natural sources) DSR No. 4.1.10 |
| 50 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost).) DSR No. 16.84 |
| 51 | Supply of 80mm thick Zig-Zag interlocking CC paver block As per pwd sor |
| 52 | Other miscellaneous work etc complete |
| 53 | Cost of Photos High Quality Resolution with GPS Coordinate of site before start of work, work onging and after completion of work etc….complete |
| 54 | Total in Figures 875071.0 875071.0 INR Eight Lakh Seventy Five Thousand &Seventy One Only 0.43 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only |
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