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| 1 | LAYING OF WATER TRANSMISSION ARRANGEMENT AT INSTALLATION OF DHABANI-II SOLAR MINI RLI SCHEME IN BUNDWAN BLOCK UNDER PURULIA-II (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26: Please see the details in Sheet WTA (A) |
| 2 | COST OF MATERIALS FOR DHABANI-II SOLAR MINI RLI SCHEME UNDER BUNDWAN BLOCK UNDER PURULIA-II (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26: Please see the details in Sheet MATERIALS (B) |
| 3 | SOLAR MATERIALS FOR INSTALLATION OF DHABANI-II SOLAR MINI RLI SCHEME IN BUNDWAN BLOCK UNDER PURULIA-II (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26:( Please see the details in Sheet Solar (C) |
| 4 | Schedule for Performing activities for institutional development by formation and subsequent strengthening of registered WUA through creation of mass awareness and capacity building among them to achieve success and sustainability of M.I. Sub Project at DHABANI-II Mini RLI (solar) under BUNDWAN Development Block under Purulia-II (A-M) Sub-Division, Purulia.:( Please see the details in Sheet Solar (D) Please Enable Macros to View BoQ information 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: A. DETAILED ESTIMATE FOR LAYING OF WATER TRANSMISSION ARRANGEMENT AT INSTALLATION OF DHABANI-II SOLAR MINI RLI SCHEME IN BUNDWAN BLOCK UNDER PURULIA-II (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26 Tender Reference No : WBWRDD/EEAM/PUR/eNIT-01(Sl No-01)/CS/2026-27 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.) W. T. A. AT INSTALLATION OF DHABANI-II SOLAR MINI RLI SCHEME IN BUNDWAN BLOCK |
| 5 | 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. |
| 6 | 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. |
| 7 | 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) 200 mm dia. 300.0 Metre 10.84 3252.0 ii) 140 mm dia. 252.0 Metre 10.14 2555.28 (iii) 110 mm dia. 1104.0 Metre 8.72 9626.88 |
| 8 | 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.) |
| 9 | 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 |
| 10 | 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. |
| 11 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(i) Pakur Variety |
| 12 | 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 |
| 13 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m, (i) Tor steel/Mild Steel II.JSW/JSPL/SHYAM/SRMB/BMASL/ELECROSTELL/SSL |
| 14 | Brick work with 1st class bricks in cement mortar (1:6)(a) In foundation & plinth |
| 15 | 125 mm. thick brickwork with 1st class bricks in cement mortar (1 : 4) in ground floor. |
| 16 | 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 |
| 17 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 18 | Labour charges for fitting, fixing 110 mm dia Flap valve with 110 mm dia class\\" UPVC riser pipe I with 100 mm dia. AC presure pipe with the help of FTP (flanged tail piece) by joining the PVC/ACP end of the 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). |
| 19 | 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. |
| 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. (xxviii) 150 mm dia sluice Valve |
| 21 | i) Transportation of tripod set alongwith all other accessories & equipments including bend from SUb-divisional Store to work site including loading at the lifting point and unloading at the delivery point including head load upto 100 meter at both ends. (A)Carriage by road / boat. (i) Distance upto 50 km. |
| 22 | Erection, fitting, fixing of set of M.S Tripod inlet and outlet pipe fittings for HDTW/ MINI RLI Scheme.(Rate inclusive of transportation from departmental store to work site) |
| 23 | 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)(b) 100 mm dia. NB ERW/MS Pipes |
| 24 | Providing and erecting direction and place identification retro-reflectorised sign 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). |
| 25 | 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 Mini R.L.I. |
| 26 | Carriage charge on every item from Sl. no-1 to 20 excluding Sl. No-1,2,4 & 20 1. Total Rs. 325275.36 2. Add GST @18% Rs. 58549.56 3. Sub Total ( Sl No. 1+2) Rs. 383824.92 4. Add Labour Welfare Cess @1% (on Sl No. 3 ) Rs. 3838.25 5. Sub Total ( Sl No. 3+4) Rs. 387663.17 Say Rs. 387663.0 Rupees Three Lakh Eighty Seven Thousand Six Hundred & Sixty Three 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: B. COST OF MATERIALS FOR DHABANI-II SOLAR MINI RLI SCHEME UNDER BUNDWAN BLOCK UNDER PURULIA-II (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26 Tender Reference No : WBWRDD/EEAM/PUR/eNIT-01(Sl No-01)/CS/2026-27 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.) A. P.V.C PIPES & ACCESSORIES |
| 27 | 200 mm dia U.P.V.C. Pipe (Class-I), IS: 4985/2000 Certification marked with latest ammendments, Ivory Gray coloured, both end plain, along with one matching Coupler/socket (Class-II) duly IS-10124/1988 marked and required solvent cement duly IS-14182/1994 marked for each(Nominal wall thickness of pipe 2.9 to 3.4 mm) & CIPET Tested |
| 28 | 140 mm dia U.P.V.C. Pipe (Class-I), IS: 4985/2000 Certification marked with latest ammendments, Ivory Gray coloured, both end plain, along with one matching Coupler/socket (Class-II) duly IS-10124/1988 marked and required solvent cement duly IS-14182/1994 marked for each(Nominal wall thickness of pipe 2.0 to 2.4 mm) & CIPET Tested |
| 29 | 110 mm dia U.P.V.C. Pipe (Class-I), IS: 4985/2000 Certification marked with latest ammendments, Ivory Gray coloured, both end plain, along with one matching Coupler/socket (Class-I) duly IS-10124/1988 marked and required solvent cement duly IS-14182/1994 marked for each(Nominal wall thickness of pipe 1.6 to 2 mm)& CIPET Tested |
| 30 | 110 mm dia U.P.V.C. Pipe (Class-II), IS: 4985/2000 Certification marked with latest ammendments, Ivory Gray coloured, both end plain, along with one matching Coupler/socket (Class-II) duly IS-10124/1988 marked and required solvent cement duly IS-14182/1994 marked for each(Nominal wall thickness of pipe 1.6 to 2 mm)& CIPET Tested |
| 31 | 140 mm dia U.P.V.C. Equal Tee (CL II) IS 10124(Part 5)/1988 with latest ammendments & CIPET Tested |
| 32 | 110 mm dia U.P.V.C. Equal Tee (CL II) IS 10124(Part 5)/1988 with latest ammendments & CIPET Tested |
| 33 | 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 |
| 34 | 200 mm dia U.P.V.C. Flanged Tail piece with metallic flange (CL II IS10124(Part 6)/1988 with latest ammendments |
| 35 | 140 mm dia U.P.V.C. Flanged Tail piece with metallic flange (CL II IS 10124(Part 6)/1988 with latest ammendments & CIPET Tested |
| 36 | 110 mm dia U.P.V.C. Flanged Tail piece with metallic flange (CL II IS 10124(Part 6)/1988 with latest ammendments & CIPET Tested |
| 37 | 200X160 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 |
| 38 | 140 X 110 mm U.P.V.C. Straight reducer (CL II) IS 10124(Part 3)/1988 with latest ammendments & CIPET Tested |
| 39 | 140 mm dia U.P.V.C. 90º Bend (CL II) IS 10124(Part 8)/1988 with latest ammendments & CIPET Tested |
| 40 | 140 mm dia U.P.V.C. 60º Bend (CL II) IS 10124(Part 8)/1988 with latest ammendments & CIPET Tested |
| 41 | 110 mm dia U.P.V.C. 90º Bend (CL II) IS 10124(Part 8)/1988 with latest ammendments & CIPET Tested |
| 42 | 110 mm dia U.P.V.C. 60º Bend (CL II) IS 10124(Part 8)/1988 with latest ammendments & CIPET Tested |
| 43 | 140 mm dia UPVC Cap (Cl III) IS 10124(Part 4)1988 with latest ammendments & CIPET Tested |
| 44 | 110 mm dia UPVC Cap (Cl III) IS 10124(Part 4)1988 with latest ammendments & CIPET Tested |
| 45 | 200 mm dia UPVC Socket/coupler (CL II) IS 10124(Part 1&2)/1988 with latest ammendments & CIPET Tested |
| 46 | 140 mm dia UPVC Socket/coupler (CL II) IS 10124(Part 1&2)/1988 with latest ammendments & CIPET Tested |
| 47 | 160 mm dia UPVC Socket/coupler (CL II) IS 10124(Part 1&2)/1988 with latest ammendments & CIPET Tested |
| 48 | 110 mm dia UPVC Socket/coupler (CL II) IS 10124(Part 1&2)/1988 with latest ammendments & CIPET Tested |
| 49 | Extra Solvent Cement (Medium duty) B. M.S/GI ACCESSORIES |
| 50 | GI Set for Distribution Chamber All Materials ISI Marked (as per Approved existing Drawing & technical Specification) d) Tripod Set for Mini RLI |
| 51 | 100 mm dia G.I E.R.W pipe with flange as per IS 1239 (Part-I)/2004 & 6392/1971, Table -17 specification. |
| 52 | 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. |
| 53 | 100 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. |
| 54 | 100 mm dia C.I (Nipple type)Alfa Alfa valve, type D with hand wheel, one wheel for four nos of valves |
| 55 | 90 Degree G.I Bend (both End Flanged)-IS-1239,Galvanized-IS4736 a)150 mm Dia Nos 4.0 8175.0 32700.0 |
| 56 | Foundation Bolt manufactured from 20 mm nominal diameter MS rod as per IS 2062/1992. Total length of the bolt is 375±10 mm having welded head 80±10 mm in length & 20 mm in nominal diameter with nut(1.1 kg each) For Distribution Chember no 14.0 250.0 3500.0 |
| 57 | M.S Hexagonal Head Bolts and nuts bearing IS-1363(Part-1) 1992 of product Grade C with latest ammendments for bolts and IS 1363 (Part3)/1992 of product Grade C withg latest ammendments for nuts properties/class of bolts-4.6 & for nut 4.5. Both bolts and nuts are to be ISI . certification marked. M10 to M24 of corresponding IS specification marked. G.I Bolt & Nut M 20x80 mm. Kg 50.0 200.0 10000.0 G.I Bolt & Nut M.16x65 mm Kg 0.0 200.0 0.0 G.I Bolt & Nut M 16x80 mm Kg 44.0 200.0 8800.0 G.I Bolt & Nut M 16x 50 mm Kg 10.0 200.0 2000.0 |
| 58 | Compresed Asbestos fibre jointing made from 5 mm thick red jointing sheet as per IS 2712/1998 Grade W/3 FYSAX AMJ 321 . Gasket for raised surface of MS flange as per IS 6392/71 300mm.dia Nos. 2.0 832.0 1664.0 |
| 59 | Foot Valve Leather Washer 100 mm dia |
| 60 | 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) 150mm.dia( Table -17) Nos. 18.0 190.0 3420.0 150mm.dia( Table -5) Nos. 8.0 239.0 1912.0 200mm.dia( Table -17) Nos. 2.0 180.0 360.0 125 mm dia( Table-17) Nos. 2.0 150.0 300.0 100 mm dia( Table-17) Nos. 28.0 75.0 2100.0 80 mm dia( Table-17) Nos. 2.0 65.0 130.0 1. Total (A+B) 891556.5 2. Say Total 891557.0 Rupees Eight Lakh Ninety One Thousand Five Hundred and Fifty Seven 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: C. ESTIMATE OF SOLAR MATERIALS FOR INSTALLATION OF DHABANI-II SOLAR MINI RLI SCHEME IN BUNDWAN BLOCK UNDER PURULIA-II (A-M) SUB-DIVISION UNDER PURULIA (A-M) DIVISION UNDER CORE SECTOR PROGRAMME 2025-26 Tender Reference No : WBWRDD/EEAM/PUR/eNIT-01(Sl No-01)/CS/2026-27 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.) SOLAR PUMP (PART-A) |
| 61 | Solar Module: Supply , transport , installation and commissioning of ISI markeDSolar Modules as per following specification: 1. Cell: Indigenous mono crystalline silicon SPV cells 2. Solar Module: Monocrystalline cell with PERC technology / module with bifacial cell. 3. Standards: ISI marked as per IS 14286 and having certification of IEC 61853(1), 61730(1&2), 61710 4.Modules must qualify to IS 170210 (Part 1) 5.Min. Efficiency: 19.5%. 6. Fill factor: More than 75% . 7. Module wattage mismatch in the SPV array: within ±3% 8. Wattage output warranty:Should not be less than 90% at the end of 10 years and 80% at the end of 25 years. 9.The power output of individual PV modules used in the PV array, under STC: minimum 300 Wp. Necessary test certificates also to be supplied.For detail information please see Cl. no. 2.1 of technical specification . d)For 5 HP Off-grid / On-grid Solar Water Pumping System with Monocrystalline/ Monocrystalline PERC/bifacial SPV modules - 5400-5800 Wp. 11000.0 Wp 32.29 355190.0 |
| 62 | Module Mounting Structure ( For1 HP, 2HP, 3HP, 5HP and 10 HP Solar Water Pumping System): Supply , transportation & installation of G.I manual tracking / Fixed structure made of MS hollow sections, pipes, plates, angles etc as per IS:4923, IS:1161/1239, IS:1079/2062, to hold min 300 Wp SPV Module as per drawing and technical specification. The steel structure is to be protected with minimum 80 micron galvanisation(hot dip) and provided with fixed arrangement or dual axis manual tracking arrangement for three times in a day and seasonal tilting to face the sun optimally. The approximate weight of the Module Mounting Structuregiven in Clause no.5.1 should be followed. |
| 63 | Power conditioning unit with enclosure :Supply , transport , installation and commissioning of Solar Power conditioning Unit consisting of following components and features: 1) Variable frequency Drive with inbuilt MPPT, voltage range suitable for operating pump-motor set of 1HP to 20 HP, detail mentioned in 2) Power input : DC source for 1HP, 2HP and 3HP.3) Power input : AC + DC source or hybrid for 5HP and above.4) Incomer: DC MCB 2 Pole 16 amp upto 7.5 HP, 25 amp for 7.5HP and 10 HP, 40 amp for 20 HP as per IS/IEC 60947-25) Incomer: AC MCB 4 pole 16 amp for 5.0 HP, 25 amp for 7.5HP and 10 HP, 40 amp for 20 HP as per IS/IEC 60947-26) Type II DC SPD of 40 KA.7) Type II AC SPD of 40 KA for AC+DC or Hybrid input.8) Dual input (solar/Grid) 25 amp changeover switch for 5HP and 7.5 HP, 40 amp for 10 HP, 63 amp for 20 HP 9) Reverse protection diode 1600 VDC with heat sink.10) Data Logger.11) Remote monitoring system.12) Should have built –in EMC filters .13)IP 65 glands for cable in and out. 14) Min. IP 54 enclosure. For detail features, protections, RMS, Communication architecture, Security, Data storage, tolerance of various parameters, standards to be qualified, etc. please refer to Cl. 6.1 of technical qualification. Note: AC SPD, AC MCB and Selector switch to be provided only for item no. 3(f), 3(g) and 3(h). g)For 5 HP capacity Pump-motor set with AC+DC or hybrid input 2.0 Set 66381.0 132762.0 |
| 64 | Cable and Accessories :Supplying, fitting and fixings of UV rated Copper Cable laid inside HDPE conduit and other accessories as per followings with necessary connection with the Solar PV Module, MPPT etc.i. 4.0 Sq mm single core multi studs - 5m(for 1HP/2HP/3HP) & 20m(for 5/10/20 HP)ii. Lugs, HDPE Pipe, Flexible Pipe, Saddle, Cable tie etc c) For 5 HP per structure 4.0 Each 3434.0 13736.0 |
| 65 | Earthing: Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level asbelow: By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanised (Hot Dip) MS flaton wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc. |
| 66 | Extra for treatment of soil by using salt & charcoal or coke forplate electrode |
| 67 | a) Lighting System at Scheme: (with lighting Pole) :Dusk to dawn lighting arrangement of at 4 mts height above ground level, with Hot dip galvanised 80 mmx 50 mm, medium duty pipe, with 12 V, 15Ah 2-in-1 Lithium ion/ Ferro- Phosphate battery with in-built 7-11watt LED lamp, 50 Wp solar panel to cover the scheme area. The lighting system should be warranted for 5years from the date of installation. |
| 68 | Lightning protection (Pole mounted): Lightning protection with 3\\" X 1.5\\" G.I pipe of 6 m + 1 mts height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc. Earthing with 65 mm dia GI pipe (Medium) 3.0 Mts. long and 1 x 19/10 stranded GI (Hot Dip) wire (4 Mts. long), 20 mm dia x 125 mm long galvanized bolt, double nuts, double washers including socketing at both ends of stranded GI (Hot Dip) wire by crimping sockets/ thimbles and S & F 65 mm dia GI pipe (ISI-Medium) protection (3 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level to an average depth of 3.65 Mts. including connection to earth elewctrodes with 25 X 6 mm GI strip (Provision of one lightning protection for each scheme) |
| 69 | Supplying & fixing earth busbar of galvanized (Hot Dip) MS flat 25 mm x 6 mm on wall having clearance of 6 mm from wall including providing drilled holes on the busbar complete with GI bolts, nuts, washers, spacing insulators etc. as required |
| 70 | Supply and installation of 3 phase AC electromotor pump-motor set with speed of 3000 r.p.m(synchronous speed) suitable for Solar applications and shall have 60 months guarantee for the following conditions including loading, unloading, transportation etc.:- (Refer technical specification for more detail) d) 5 HP 3 phase AC Pump-Motor set having discharge at required head as below:- i) Monoblock Surface Pump-motor set as per IS: 9079 for mini RLI scheme with discharge of 13.8 Lps at 18 mts. total head with 100 mm dia. reinforced PVC suction pipe (20m) and delivery pipe(10mts), foot valve, nipple, priming bend Cable and all other required accessories to complete connection of suction and delivery side . |
| 71 | Testing and commissioning of scheme after completion of all work. |
| 72 | b) Supply fitting and fixing of Hot dip Galvanised ( min 80 micron) / Powder Coat painted / Galvanised M.S Kiosk Box of 800(L) X 500(W) X 650(H) and total height with legs is 950mm (above ground) including foundation(as per drawing) for mounting of motor-pump set including transportation, - For 5 HP surface pump. |
| 73 | Cleaning and washing of modules once in month with clear water to remove deposited dust and dirt on the module surface and keep the module clean throughout the year. The activity is performrd for eight months in a year excluding four monsoon months. A log book should be maintained at the site for the said purpose. |
| 74 | Comprehensive maintenance charges for 5 years (which cover monthly inspection, Yearly training to WUA, to attend breakdown within 3 days and to keep the scheme inoperation without lapse of time) c) For 5 HP both for Submersible & Surface pump Note:1 Total comprehensive maintenance charge is to be withheld in addition to Securirty Deposit. Comprehensive maintenance charges will be released @ i) Rs 0.80 for 2 HP, ii) Rs.0.80 for 3 HP, iii) Rs.0.60 for 5 HP, 10 HP and 20 HP Submersible & Surface per Wp per year at the end of each maintenance period i.e.at the end of 1st year, 2nd year, 3rd year, 4th year& 5th year. In case the “Bidder” does not provide service during the warranty & comprehensive maintenance period, the amount so held up will be forfeited |
| 75 | Remote monitoring for 5 years: Provision for remote monitoring for the pumps must be made in the pump controller through an integral arrangement havingfollowing basic functions:a. Controller must be assigned with a unique serial number and its live status must be observed remotely on online portal through login credentials.b. Live status must indicate whether controller is ON/ OFF. The parameters i.e. the water output, water flow rate, in fault condition, array input voltage/ current, power and motor frequency should at logged at an interval of 10 minutesc. Controller must have a back up to store the data locally (at least for 1 year) supply & installation of GSM/GPRS based Data Transmitter or Modem and to provide remote monitoring service to transmit the parameters to central server from the solar pumping system with time stamp at user-defined interval and report generation at the buyer end. (Refer Technical Spec.) |
| 76 | Insurance @ 2% for Item No. 1, 3, 7, and 10 for a period of 5 years. Note:21st year's Insurance charge is to be paid on production of Original Receipt of premium payment. Remaining 4 years Insurance payment is to be withheld which will be released during 2nd, 3rd , 4th & 5th year on production of Original Receipt of premium payment. 0.0 |
| 77 | 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. |
| 78 | 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. |
| 79 | Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. |
| 80 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m(i) Tor steel/Mild SteelII.JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL |
| 81 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 82 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(i) Pakur Variety |
| 83 | Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 150 mm. Including watering and ramming etc. layer by layer complete with earth obtained from excavation of foundation. 1. Total Rs. 1113705.4 2. Add GST @18% Rs. 200466.97 3. Sub Total ( Sl No. 1+2) Rs. 1314172.37 4. Add Labour Welfare Cess @1% (on Sl No. 3 ) Rs. 13141.72 5. Sub Total ( Sl No. 3+4) Rs. 1327314.09 Say Rs. 1327314.0 Rupees Thirteen Lakh Twenty Seven Thousand Three Hundred & Fourteen 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: D. Schedule for Performing activities for institutional development by formation and subsequent strengthening of registered WUA through creation of mass awareness and capacity building among them to achieve success and sustainability of M.I. Sub Project at Dhabani-II Mini RLI (solar) under Bandwan Development Block under Purulia-II (A-M) Sub-Division, Purulia. Tender Reference No : WBWRDD/EEAM/PUR/eNIT-01(Sl No-01)/CS/2026-27 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.) SOLAR PUMP (PART-A) |
| 84 | Campaigning in the command area of Mini RLI Sub-project by 01 community workers for mass awareness, capacity building to achieve sustainability of Sub-projects. Cost include wage payment to community workers, transportaton, leaflet etc. |
| 85 | Demarcation of command area selection of beneficiaries and preparation of land schedule within the Command area of one Mini RLI LS having CCA 20 Ha. |
| 86 | Meeting Cost for WUA formation, cost including Refreshment, training materials transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charges |
| 87 | Registration Cost for WUA under suitable act (Society) deed writing including registration charge, conveyance cost & opening of Bank A/C LS etc |
| 88 | Livelyhood plan/ Micro plan formulation cost for minor irrigation scheme, cost including refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charge (rate on meeting) |
| 89 | Meeting and onsite demonstration for operation & maintenance of one Mini RLI. water manangement and mode of collection of water tax, building of corpus fund etc |
| 90 | IEC Materials (Leaflet, poster, notebook = 8 meetings, for SL-2 and SL-4 |
| 91 | Documentation Cost for activities of WUA Scheme by still photography, report booklet etc in both hard and soft copy |
| 92 | Impact study & monitoring of scheme by site visit of 2 Community workers during 3 years' period 1. TOTAL COST FOR 20 HA CCA OF 1 NO MINI RLI = Rs. 43425.0 2. Total Cost of work (From Item No. 1 to 9) Rs. 43425.0 Say Rs. 43425.0 Rupees Forty Three Thousand Four Hundred & Twenty Five only |
