|
| 1 | DETAILS ESTIMATE FOR FIELD LEVEL MATERIAL ROCUREMENTS FOR REPAIRING OF WATER TRANSMISSION ARRANGEMENT OF TULIN MAJOR RLI SCHEME UNDER JHALDA-I DEVELOPMENT BLOCK UNDER PURULIA-II (A-M) SUB- DIVISION under PURULIA (A-M) DIVISION, PURULIA FOR THE F.Y. 2026-27. : Please see the details in Sheet MATERIALS (A) |
| 2 | DETAILS ESTIMATE FOR REPAIRING OF WATER TRANSMISSION ARRANGEMENT OF TULIN MAJOR RLI SCHEME UNDER JHALDA-I DEVELOPMENT BLOCK UNDER PURULIA-II (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION, PURULIA FOR THE F.Y. 2026-27. : Please see the details in Sheet WTA (B) 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 FIELD LEVEL MATERIAL PROCUREMENTS FOR REPAIRING OF WATER TRANSMISSION ARRANGEMENT OF TULIN MAJOR RLI SCHEME UNDER JHALDA-I DEVELOPMENT BLOCK UNDER PURULIA-II (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.- 5) 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 Qty Unit Rate ( Including GST) Amount(Rs.) A. P.V.C PIPES & ACCESSORIES |
| 3 | 160 mm dia U.P.V.C. Equal Tee (CL II) IS 10124(Part 5)/1988 with latest ammendments & CIPET Tested |
| 4 | 160 mm dia U.P.V.C. Flanged Tail piece with metallic flange (CL II IS 10124(Part 6)/1988 with latest ammendments & CIPET Tested |
| 5 | 200X140 mm U.P.V.C. Straight reducer comprising of three straight reducer of 200x180, 180x160 & 160x140 mm duly joined.(CL II) IS 10124(Part 3)/1988 with latest ammendments & CIPET Tested |
| 6 | 160 X 140 mm U.P.V.C. Straight reducer (CL II) IS 10124(Part 3)/1988 with latest ammendments & CIPET Tested |
| 7 | 160 mm dia U.P.V.C. 90º Bend (CL II) IS 10124(Part 8)/1988 with latest ammendments & CIPET Tested |
| 8 | 160 mm dia UPVC Socket/coupler (CL II) IS 10124(Part 1&2)/1988 with latest ammendments & CIPET Tested |
| 9 | Solvent Cement (Medium duty) C. PROCUREMENT OF FIELD LEVEL MATERIALS 0.0 |
| 10 | M.S. Hexagonal Head Bolts & Nuts bearing IS –1363(Part-I)/1992 of product Grade-C with latest amendments for Bolts & IS-1363(Part-3)/1992 of Product Grade-C with latest amendments for Nuts Properties/Class for Bolt-4.6 & for Nut-4,5. Both Bolts & Nuts b GI Nuts & Bolt M.16x65 mm 22.0 Kg 200.0 4400.0 d GI Nuts & Bolt M 16x 50 mm 12.0 Kg 200.0 2400.0 |
| 11 | Supply and transport of rubber insertion 5mm thick with proper reinforcement 2 ply conforming to IS 638/79 with latest ammendments duly ISI marked suitable for MS flange as per IS 6392/71 with standard drill holes.(Table 11,17) a 200mm.dia( Table -11) 5.0 Each 180.0 900.0 b 150mm.dia( Table -17) 40.0 Each 190.0 7600.0 Total. 84220.0 Say Total 84220.0 Rupees Eighty Four Thousand Two Hundred & Twenty Only 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 OF WATER TRANSMISSION ARRANGEMENT OF TULIN MAJOR RLI SCHEME UNDER JHALDA-I DEVELOPMENT BLOCK UNDER PURULIA-II (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.- 5) 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 OF WTA OF TULIN MAJOR RLI SCHEME UNDER JHALDA-I BLOCK, DIST-PURULIA |
| 12 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 ma) In ground floor including roof. |
| 13 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 mIn ground floor including roof.(a) upto 150 mm. Thick |
| 14 | 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. |
| 15 | 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.) |
| 16 | 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. |
| 17 | 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 as per direction of Engineer-In- charge. ii) 160 mm pipe M 150.0 10.84 1626.0 (iii) 140 mm dia. M 48.0 10.14 486.72 |
| 18 | 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. |
| 19 | 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 |
| 20 | 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 |
| 21 | Brick work with 1st class bricks in cement mortar (1:6)(a) In foundation & plinth |
| 22 | 125 mm. thick brickwork with 1st class bricks in cement mortar (1 : 4) in ground floor. |
| 23 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar(c) 15 mm thick plaster |
| 24 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE: Cement 0.152 cu.m per100 sq.m. |
| 25 | Labour charges for fitting, fixing150 mm. Dia. Alfa-Alfa valve with 160mm. dia. 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 Alfa-Alfa valve with rubber insertion, nuts and bolts etc. complete. |
| 26 | 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. 150mm. dia. C.I. sluice valve. |
| 27 | 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. |
| 28 | Supplying, fitting and fixing including transportation of sign board for identifing the exact location of MINI RLI scheme (one at road side and other at site) the board will be made of 3 mm thick MS plate of size 300 mm × 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and Words Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soiling. This will include one materials and labour complete as per drawing and direction of EIC. |
| 29 | Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.w. pipes and accessories 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. {WRI&DD SOR 2018/ Chapter No. VI.SLno.2.20,page no-14,Item No-2 (i)a & (xxviii) (xxvi) 300 mm. dia. ERW pipe special bend, both ends flanged. (xii) 150 mm. dia. special bend, both ends flanged. Each 8.0 81.09 648.72 |
| 30 | Labour charge for replacement of different PVC. Accessories in different portion of PVC. Pipeline of HDTW 1 MDTW 1 RLI including taking out of the existing damage accessories, and excluding the supplying the new accessories of 4 Kg.lcm2 capacity and as per I.S. specification at site and fitting,fixing the same by joining with solvent cement (cost inclusive) after roughening up the surface with wire brush, emery papers etc., to make the joint leak proof all complete as per direction of Engineer-in-Charge. (i) 200 mm X160 mm. PVC. Reducer Each 8.0 80.15 641.2 (ii)160 mm X140mm. PVC. Reducer Each 25.0 80.15 2003.75 (iii)200 mm X 200 mm X 200 mm. PVC.Tee Each 8.0 119.75 958.0 (ix) 140 mm. dia. 90°/60° & 45° long bend Each 25.0 99.95 2498.75 (xiv) 160 mm. dia. flanged tail piece fitted with Alfa-Alfa valve Each 25.0 130.13 3253.25 |
| 31 | 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 holesl 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. (ii) 200 mm dia. PVC. Pipe line Each Joint 20.0 83.92 1678.4 (iii) 140 mm dia. PVC. Pipe line Each Joint 30.0 59.41 1782.3 |
| 32 | b) Testing of pipe line system against leakages by filling the distribution chamber with water and supplying water through the entirepipe line net work for at least 4 (four) hour by running the departmental Diesel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-inCharge., i) For Major R.L.I 1. Total of Item No. 1 to 21 284549.54 2. Extra @4% carriage on Item 6 to 20 8817.02 3. Sub Total (On Sl No.1+ On Sl.No.2) 293366.56 4. Add GST @ 18 % (On Sl No.3) 52805.98 5. Sub Total (On Sl No.3+ On Sl.No.4) 346172.54 6. Add Labour Cess @ 1 % (On Sl No. 5) 3461.73 7. Sub Total (On Sl No.5+On Sl.No.6) 349634.27 Say Total 349634.0 Rupees Three Lakh Forty Nine Thousand Six Hundred & Thirty Four only Please Enable Macros to View BoQ information |
