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| 1 | DETAILS ESTIMATE FOR REPAIRING AND MAINTENANCE OF WATER TRANSMISSION ARRANGEMENT OF BHOSKO MAJOR RLI SCHEME UNDER NETURIA DEVELOPMENT BLOCK UNDER PURULIA-I (A-M) SUB-DIVISION under PURULIA (A-M) DIVISION, PURULIA FOR THE F.Y. 2026-27. : Please see the details in Sheet WTA (A) Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: EXECUTIVE ENGINEER (AGRI-MECH)PURULIA (A-M) DIVISION Name of Work: DETAILS ESTIMATE FOR REPAIRING AND MAINTENANCE OF WATER TRANSMISSION ARRANGEMENT OF BHOSKO MAJOR RLI SCHEME UNDER NETURIA DEVELOPMENT BLOCK UNDER PURULIA-I (A-M) SUB-DIVISION under PURULIA (A-M) DIVISION, PURULIA FOR THE F.Y. 2026-27. Tender Reference No : WBWRDD/EEAM/PUR/eNIT-2( Sl No 1 to 5 )/NP/2026-27, (Sl No.- 2) Bidder Name : 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 Description of Item Unit Qty. Rate Amount(Rs.) REPAIRING AND MAINTENANCE OF WTA OF BHOSKO MAJOR RLI SCHEME UNDER NETURIA BLOCK, DIST-PURULIA. |
| 2 | Earth work in excavation of field trenches as per design section and alignment for laying of pipe lines (PVC, RCC, ACP etc.) upto a depth of 1500 mm all sorts of soils including removing, spreading or stacking extra earth as directed. The item includes necessary trimming of sides trenches, levelling, dressing and ramming the bottom as required complete. |
| 3 | Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone), including removing, spreading or stacking the spoils, withing a lead of 75 m as directed.The item includs necessary trimming the sides of trenches, leveling, dressing and ramming the bottoms, bailing out water as required complete. (a)Depth of excavation not exceeding 1500mm. |
| 4 | Laying of PVC pipes of different diameters within field trenches in curve/ straight line including using UPVC fittings, Viz. Horizontal and Vertical Bends, riser pipes, Tee Reducer etc.and making leak proof joints with couplers after roghening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipesfittigs and solvent cement to be supplied by deptt.) all complete asper direction of Engineer-In- charge. i) 315 mm pipe M 132.0 11.32 1494.24 ii)200 mm pipe M 300.0 10.84 3252.0 (iii) 140 mm dia. M 108.0 10.14 1095.12 |
| 5 | Earth work in filling in trenches after laying pipe lines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm, including watering and ramming etc. layer by layer complete. (Payment will be made on the basis of measurement of finished .quantity of work.) |
| 6 | Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. |
| 7 | Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidated the same by through saturation with water ramming complete including the cost of supply of sand. (B) Do - by fine sand |
| 8 | 250 mm thick Brick work with Fly Ash Bricks(250mmx125mmx75mm) as per IS 12894:2002 in cement mortar (1:6), (a) In foundation and plinth. |
| 9 | (a) 125 mm. thick Flyash brick work as per IS 12894:2002 in cement mortar (1:4) in ground floor. |
| 10 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety |
| 11 | Hire and labour charges for shuttering with centering and necessary staging upto 4 metre using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work |
| 12 | Labour charges for fitting and fixing 150 mm. dia Alfa-Alfa valve with 160 mm. dia class-II U.P.V.C riser pipe with the help of flanged P.V.C tail piece by joining the P.V.C end of Tail piece and riser pipe with coupler and flanged end of tail piece and flap valve with rubber insertion , nuts and bolts etc. complete (Rate inclusive of transportation from departmental store to work site) |
| 13 | Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.W. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge.(i)(a) 150 mm. dia. ERW pipe. (xxviii) 150 mm dia sluice Valve Each 8.0 54.69 437.52 |
| 14 | Labour charges for fitting, fixing (150 x 200) mm dia M S expander with 200 mm dia UPVC pipe with the help of FTP (flanged tail piece) by joining the PVC end of the tail piece and 200 mm dia UPVC pipe with coupler and flanged end of tail piece and expander with rubber insertion, nuts and bolts etc complete.(Rate inclusive of transportation from departmental store to work site.) |
| 15 | Labour charge for replacement of damage PVC. Pipe of any length in the Pipe line of HDTW / MDTW / RLI with new piece/s of pipe after taking out the damage pipe/s from the existing pipe line by cutting with hacksaw and joining the new pipe/s with the existing pipe line using necessary couplers after roughening up surface with wire brush, emery paper and applying the solvent cement (cost inclusive) to make the joint leakproof (pipe & couplers to be supplied departmentally) including transporting departmentally issued pipe/s, couplers etc. from Sub-Divisional Store to the Site all complete as per direction of Engineer-in-Charge.(ii)200 mm. dia. PVC. Pipe iv) 140 mm. dia. PVC. Pipe Each set of replacement 15.0 199.91 2998.65 |
| 16 | Repair of puncture/holes of any size in existing PVC. Pipeline of HDTW/MDTW/RLI by placing half round PVC. Pipe section of required size to cover the holes puncture having adequate bearing on all sides and joining the half round section with solvent cement after roughening the surface with wire brush, emery paper to make the joint leak proof as per direction of Engineer-in Charge (cost inclusive of supplying solvent cement at site and transportation of required length of PVC.Pipe to be issued departmentlly, for cutting half round section, from Sub-Divisional Stores to site)iii)140 mm dia. PVC. Pipe line ii) 200 mm dia. PVC. Pipe line Each joint 12.0 83.92 1007.04 |
| 17 | Supplying, fitting and fixing including transportation of sign board for identifing the exact location of Major RLI scheme ( one at rode side and other at site) the board will be made 3 mm thick MS plate of 300 mm X 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-I) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and ward - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soilng. This will include one materials and labour complite as per drawing and direction of EIC. |
| 18 | Testing of pipe line system against leakages by filling the distribution chamber with water and supplying water through the entire pipe line net work for at least 4 (four) hour by running the departmental Diesel Engine pumping set/ Electro-Motor pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-in-Charge. i) For Major R.L.I. |
| 19 | Installation / Erection of SurgeTank / Shore manifold (to be supplied from Deptt. free of cost) over a rigid base of ordinary cement concrete (1:2:4) with graded stone chips (20mm. nominal size) of pakur varity of 1250 mm X 1250 mm X 150 mm. over a single layer of brick flat soling and embedding the legs of the surge tank/shore manifold within the concrete base including cost of all materials and labour and as per direction of Engineer-in-Charge. |
| 20 | Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.W. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge. (xxvi) 300 mm. dia. ERW pipe special bend, both ends flanged. |
| 21 | N.B. For Water transmission Arrangement of RLI I Tube well 4% extra over the schedule rates, save & except for earth work in excavation & filling works, will be allowed for extra carriage by cart I boat I head load besides initial transport by truck etc. (Item no. 3,5,6,7,8,12,14) 1. Total of Item No. 1 to 20 319320.24 2. Add GST @ 18 % (On Sl No.1) 57477.64 3. Sub Total (On Sl No.1+ On Sl.No.2) 376797.88 4. Add Labour Cess @ 1 % (On Sl No. 3) 3767.98 5. Sub Total (On Sl.No.3+Sl No.4) 380565.86 Say Total 380566.0 Rupees Three Lakh Eighty Thousand Five Hundred & Sixty Six only Please Enable Macros to View BoQ information |
