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| 1 | RENOVATION OF WTA FOR SIYALDANGA GOVT. OWNED AND OPERATED MAJOR RLI SCHEME(E) UNDER KASHIPUR BLOCK UNDER PURULIA-I (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26Please see the details in Sheet WTA (A) |
| 2 | Procurement of Materials for SIYALDANGA GOVT. OWNED AND OPERATED MAJOR RLI SCHEME(E) UNDER KASHIPUR DEVELOPMENT BLOCK UNDER PURULIA-I (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26Please see the details in Sheet Materials (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: RENOVATION OF WTA FOR SIYALDANGA GOVT. OWNED AND OPERATED MAJOR RLI SCHEME UNDER KASHIPUR BLOCK UNDER PURULIA-I (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26 Tender Reference No : WBWRDD/EEAM/PUR/eNIT-11(Sl No.-01-02)/CS/2025-26, (Sl No- 02) 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.) RENOVATION OF W.T.A AT SIYALDANGA GOVT. OWNED AND OPERATED MAJOR RLI SCHEME UNDER KASHIPUR BLOCK UNDER CORE SECTOR PROGRAMME 2025-26 |
| 3 | 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 |
| 4 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. |
| 5 | Laying of P.V.C. pipes of different diameters within field trenches in curve / straight line using P.V.C. fittings, viz. Bend, Tee, Reducer etc. and making leak proof joints with couplers after roughening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittings and solvent cement to be supplied by Deptt.) all complete as per direction of Engineer-in-Charge.a) 315 mm dia PVC Pipe b) 200 mm dia PVC Pipe M 1032.0 10.84 11186.88 c) 140 mm dia PVC Pipe M 2190.0 10.14 22206.6 |
| 6 | Earth work in filling in trenches after laying pipe lines (PVC,RCC,ACP etc.) with good earth obtained from excavation of field trences in layer not exceeding 225 mm , including watering & ramming etc. layer by layer complete. (payment will be made on the basis of measurement of finished quantity of work) |
| 7 | Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 8 | Filling in foundation or plinth by Silver 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 Fibe sand |
| 9 | 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 vareity . |
| 10 | Brick work with 1st class bricks in cement mortar (1:6)(a) In foundation & plinth |
| 11 | 125 mm. thick brickwork with 1st class bricks in cement mortar (1 : 4) in ground floor. |
| 12 | 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. |
| 13 | Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. Complete. |
| 14 | 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) |
| 15 | 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 |
| 16 | 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.(xxviii) 150 mm dia sluice Valve |
| 17 | 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 Each 2263.08 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 aterials and labour and as per direction of Engineer-in-Charge. |
| 18 | Providing and erecting direction and place identification retro-reflectorised sign board as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over alliminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm X 75 mm X 6mm , 2 Nos.firmly fixed to ground by means of properly designed foundation with M 15 grade cement concrete 45 cm X 45 cm X 60 cm,60 cm below ground level as per approved drawing and clause 801 of Specification for Road & Bridge Works of MoRT & H(5th Revision). (Note: Three numbers Sign Board for major RLI) |
| 19 | Installation of Diesel Engine pumping set/Electro Motor Pumping set of any make / brand and for RLI scheme on pump foundation over SAL sleeper (to be supplied departmentally) by fixing nuts and bolts and making connection of suction hose and foot valve with necessary fittings at the inlet end of the water pump and fitting fixing of 90° M S priming bend, sluice valve and delivery hose with all necessary fittings at the delivery end of the water pump, duly connected with the pipe line, maintaining proper alignment and level including cutting holes on the wall of the pump house where necessary, mending good damages after completion of the works as per direction of Engineer-in-charge. (Pump set and all accessories will be supplied departmentally). |
| 20 | 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. |
| 21 | Carriage charge on every item from Sl. no-1 to 17 excluding Sl. No-1, 2 & 4. 1. Total of Item No. (1 to 19) 668686.4 2. Add GST @ 18 % (On Sl No. 1) 120363.55 3. Sub Total (Sl No. 1+On Sl.No. 2) 789049.95 4. Add Labour Cess @ 1 % (On Sl No. 3) 7890.5 5. Sub Total (Sl No. 3+On Sl.No. 4) 796940.45 6. Say Total 796940.0 Rupees Seven Lakh Ninety Six Thousand Nine Hundred and Forty only. 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: Procurement of Materials for SIYALDANGA GOVT. OWNED AND OPERATED MAJOR RLI SCHEME UNDER KASHIPUR DEVELOPMENT BLOCK UNDER PURULIA-I (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26 Tender Reference No : WBWRDD/EEAM/PUR/eNIT-11(Sl No.-01-02)/CS/2025-26, (Sl No- 02) 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 |
| 22 | 315 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II) |
| 23 | 200 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II) |
| 24 | 140 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II) |
| 25 | 140 mm dia P.V.C. Pipe(Cl-II) with Coupler (Class-II) |
| 26 | 200 mm dia P.V.C. Equal Tee |
| 27 | 140 mm dia P.V.C. Equal Tee |
| 28 | 315 mm dia F.T.P. |
| 29 | 200 mm dia F.T.P. |
| 30 | 160 mm dia F.T.P. |
| 31 | 160 X 140 mm P.V.C. Reducer (Class-II) |
| 32 | 200 X 140 mm P.V.C. Reducer (Class-II) |
| 33 | 200 X 60º P.V.C. Bend |
| 34 | 140 X 90º P.V.C. Bend |
| 35 | 140 X 60º P.V.C. Bend |
| 36 | 140 mm dia P.V.C. End Cap(Cl-III) |
| 37 | 315 mm dia P.V.C.Extra Coupler (Class-II) |
| 38 | 200 mm dia P.V.C.Extra Coupler (Class-II) |
| 39 | 140 mm dia P.V.C.Extra Coupler (Class-II) |
| 40 | Solvent Cement(Exra)(Medium duty) B. M.S. ACCESSORIES |
| 41 | 150 mm dia ISI marked Sluice valves pressure designation P.N.1.6 with hand wheel for water works purpose, C.I flanged type conforming to IS 14846/2000 with Amdt. No. 1&2. Components/parts of Sluice valves shall be manufactured from basic materials given in Table 1 of IS 14846/2000 with Amdt 1& 2. The valves shall be tested for (closed end test) against hydrostatic test requirement.150 mm Nominal Size C.I. Sluice Valve. |
| 42 | 150 mm dia C.I (Nipple type)Alfa Alfa valve, type C with hand wheel, one wheel for four nos of valves. |
| 43 | Supply & transportation of GALVANIZED MILD STEEL Shore Manifold made of 350 mm dia M.S. ERW Pipe 1 meter long having 1 number of 300 mm dia Inlet and 3 numbers of 150 mm diameter Outlet all end flange welded, 150 mm M.S.Flange conforming to IS 6392/71 (Table-17) & 300 mm M.S.Flange conforming to IS 6392/71 (Table-5). [Flange Thickness of 150 MM dia-19 mm + 3 mm of raise face. Flange Thickness of 300 mm diameter 24 mm + 4 mm of raise face i) M.S Pipes 150 mm(NB) to be used for fabrication of parts will be as per IS:1239(Part-1)/2004 with latest amendments and duly ISI marked of medium class. ii) E.R.W, M.S. Pipe of 350 N.B. (355.6 mm Outside Dia.) used for fabrication will be of IS:3589/ 2001 with latest amendments duly marked with ISI\" certification mark. Thickness of 350 N.B. shall be 5.6 mm. Galvanization: The materials are to be hot dip galvanisedas per IS 4736-1986 only after complete fabrication ofmaterials. No welding is allowed after fabrication. All the materials are to be fabricated as per drawing. Minimum galvanisation coating thickness should be 80 micron.\" |
| 44 | 2 numbers of 150 mm diameter Inlet and 3 numbers of 150 mm dia Outlet, all end flange welded, 150mm M.S. Flange conforming to IS 6392/71 (Table-17) [Flange Thickness of 150 MM dia-19 mm + 3 mm of raise face] i) M.S Pipes 150 mm(NB) to be used for fabrication of parts will be as per IS:1239(Part-1)/2004 with latest amendments and duly ISImarked of medium class. ii)E.R.W, M.S. Pipe of 350 N.B. (355.6mm Outside Dia.) used for fabrication will be of IS:3589/ 2001 with latest amendments duly marked with \"ISI\" certification mark. Thickness of 350 N.B. shall be 5.6 mm. Galvanization: The materials are to be hot dip galvanisedas per IS4736-1986 only after complete fabrication of materials. No welding is allowed after fabrication. All the materials are to be fabricated as per drawing. Minimum galvanisation coating thickness should be 80micron |
| 45 | G.I 150 mm dia 90º M.S bend both end flanged as per IS Specification. |
| 46 | 300 mm dia MS \"\" Z \"\" bend made from MSERW pipe both end flange welded. Pipe as per IS 1239 and flange asper IS 6392/71,table 17 |
| 47 | 300(NB) x 150(NB) MS Reducer (300 mm length) with both end flanged (300 NB flange 20 mm thick, 12 hole & 150 NB Flange 12 mm thick, 8 hole in horizontally at 180 degree apart. |
| 48 | 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. A GI Nuts & Bolt M.16x80 mm 7.0 Kg 200.0 1400.0 D GI Nuts & Bolt M 16x65 mm 52.0 Kg 200.0 10400.0 E GI Nuts & Bolt M 16x 50 mm 25.0 Kg 200.0 5000.0 C. OTHER MATERIALS |
| 49 | Rubber Insertion (for raised surface of Flange as per IS-6392) a). 300 mm.dia( Table-11) 3.0 Each 297.0 891.0 b). 200 mm.dia( Table-11) 14.0 Each 180.0 2520.0 d). 150 mm.dia( Table -17) 62.0 Each 171.0 10602.0 Grand Total Rs. 2711315.0 Say Rs. 2711315.0 Rupees Twenty Seven Lakh Eleven Thousand Three Hundred & Fifteen only Please Enable Macros to View BoQ information |
