Water Resources Department-WRD has published Implementation Of Bhutsahar Major Rli Under Simlapal Block Under Bankura-Ii Sub Division Under Bankura ( Am ) Division Under Jap Programme 2020-21. Submission Date for this Tender is 13-02-2021. Lift Irrigation Tenders in Bankura West Bengal. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 10-Feb-2021 | BID SUBMISION CLOSING DATE HAS BEEN EXTENDED | Date | 13-02-2021 |
| Name of Work:- Implementation of BHUTSAHAR Major RLI under SIMLAPAL Block Under Bankura-II Sub Division under Bankura(AM) Division Under JAP Programme 2020-21 | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | DBMS& WUA Conduct of an awarness meeting among villagers for mobilazation of community towards formation of a committee for sustainability of the irigation structure in future.the expenses of the programme head as follows .meeting arangement,tea,and biscuits,travelling expens,service charge etc. | BI01010001010000000000000515BI0100001113 | 1 | Each Side |
| 2 | 2 | preparation the documents of the association of water users for WUA registration Act 1961 . The expences of the programme head as follows typing,printing,Preapration of the set documents service charge etc | BI01010001010000000000000515BI0100001114 | 1 | Each Side |
| 3 | 3 | field visit for signature of the registration paper of the WUA members. The expences of the programme head as follows.Travelling expences,service charge etc. | BI01010001010000000000000515BI0100001115 | 1 | Each Side |
| 4 | 4 | Preparation of the whole registration documents with authorization paper by WUA and department.The expences of the programme head as follows.typing,Printing,Preparation of the set documents,service charge etc. | BI01010001010000000000000515BI0100001116 | 1 | Each Side |
| 5 | 5 | Submission of the registration documents of WUAat kolkta for getting registration certificate under society registration act 1961.The expences of of the programme head follows travelling expences, food and lodging expences to kolkata and return ,service charge etc. | BI01010001010000000000000515BI0100001117 | 1 | Each Side |
| 6 | 6 | Participation in hearing for WUA registration confirmation at society registration office.the expences of the programme head as follows. Travelling expences, food and lodging expences to kolkata and return ,service charge etc. | BI01010001010000000000000515BI0100001118 | 1 | Each Side |
| 7 | 7 | collection of WUA certificate. The expences of the programme Head as follows Travelling expences, food and lodging expences to kolkata and return ,service charge etc. | BI01010001010000000000000515BI0100001119 | 1 | Each Side |
| 8 | 8 | Conduct of an awarness meeting among villagers for collection of mouza map including spout wise list of benificiary with plot number & quatity of irrigated area for each farmer for sustainability of the irigation structure in future.the expenses of the programme head as follows .meeting arangement,tea,and biscuits,travelling expens,service charge etc. | BI01010001010000000000000515BI0100001120 | 1 | Each Side |
| 9 | 9 | Preparation the documents of the association of list of benificiary with benifitted area agaist each spout . The expences of the programme head as follows typing,printing,Preapration of the set documents service charge etc | BI01010001010000000000000515BI0100001121 | 1 | Each Side |
| 10 | 10 | Field visit for for cross check up of spout wise benificiary list including their area to be irrigated. The expences of the programme head as follows.Travelling expences,service charge etc. | BI01010001010000000000000515BI0100001122 | 1 | Each Side |
| 11 | 11 | Collection of data like plot number, latitude & lognitude of P.H., D.C., & each spout & Preparation of documents & submission of same to the office in duplicate.The expences of the programme head as follows.Collecting,typing,Printing,Preparation of the set documents,service charge etc. | BI01010001010000000000000515BI0100001123 | 1 | Each Side |
| 12 | 12 | Collection of phatography like prework, ongoing & post work covering lay-out,pipe trenches,trenches with pipe before earth filling, measurment ,final work with name plate, & submission of same to the office in duplicate.The expences of the programme head as follows.Collecting,typing,Printing,Preparation of the set documents,service charge etc. | BI01010001010000000000000515BI0100001124 | 1 | Each Side |
| 13 | 13 | Submission of soft copy( by a DVD) of all above data like spout wise benificiary list including area of irrigated land of each farmer, phtography, latlong of P.H., D.C.,& each spout chamber in duplicate. the programme head as follows Preparation of the set documents,service charge etc. | BI01010001010000000000000515BI0100001125 | 1 | Each Side |
| 14 | 14 | MATERIAL Rigid P.V.C. pipes with one loose coupler for every 6.0 mtr. Length and solvent cement accordingly to technical specification as per I.S.No. 4985/2000 with latest amendments and duly I.S.I. certification marked & CIPET tested.315 mm.dia Class-I (0.25 MPA) | BI01010001010000000000000515BI0100001126 | 498 | Mtr. |
| 15 | 15 | 200 mm.dia Class-I (0.25 MPA) with Coupler | BI01010001010000000000000515BI0100001127 | 1200 | Mtr. |
| 16 | 16 | 140 mm.dia Class-I (0.25 MPA) with Coupler | BI01010001010000000000000515BI0100001128 | 2502 | Mtr. |
| 17 | 17 | 160 mm.dia Class-II (0.40 MPA) | BI01010001010000000000000515BI0100001129 | 36 | Mtr. |
| 18 | 18 | Rigid P.V.C. Accessories of Class-II (0.4 MPA) according to Technical specification as per relevant IS Code with latest amendment & duly I.S.I. certification marked & CIPET tested. 315 mm.dia F.T.P. with Metallic flange | BI01010001010000000000000515BI0100001130 | 2 | NOS |
| 19 | 19 | 200 mm.dia F.T.P. with Metallic flange | BI01010001010000000000000515BI0100001131 | 8 | NOS |
| 20 | 20 | 160 mm.dia F.T.P. with Metallic flange | BI01010001010000000000000515BI0100001132 | 27 | NOS |
| 21 | 21 | 200 mm.dia 60° Bend | BI01010001010000000000000515BI0100001133 | 4 | NOS |
| 22 | 22 | 200 mm.dia 90° Bend | BI01010001010000000000000515BI0100001134 | 4 | NOS |
| 23 | 23 | 140 mm.dia 600 Bend | BI01010001010000000000000515BI0100001135 | 19 | NOS |
| 24 | 24 | 140 mm.dia 900 Bend | BI01010001010000000000000515BI0100001136 | 40 | Nos. |
| 25 | 25 | 200 x 140 mm.dia Reducer | BI01010001010000000000000515BI0100001137 | 14 | Nos. |
| 26 | 26 | 160 x 140 mm.dia Reducer | BI01010001010000000000000515BI0100001138 | 27 | Nos. |
| 27 | 27 | 200 mm.dia Equal Tee | BI01010001010000000000000515BI0100001139 | 9 | Nos. |
| 28 | 28 | 140 mm.dia Equal Tee | BI01010001010000000000000515BI0100001140 | 31 | Nos. |
| 29 | 29 | 200 mm.dia End Cap, class-III | BI01010001010000000000000515BI0100001141 | 2 | Nos. |
| 30 | 30 | 140 mm.dia End Cap | BI01010001010000000000000515BI0100001142 | 2 | Nos. |
| 31 | 31 | 315 mm.dia Extra Coupler | BI01010001010000000000000515BI0100001143 | 10 | Nos. |
| 32 | 32 | 200 mm.dia Extra Coupler | BI01010001010000000000000515BI0100001144 | 40 | Nos. |
| 33 | 33 | 160 mm dia Extra Coupler | BI01010001010000000000000515BI0100001145 | 25 | Nos. |
| 34 | 34 | 140 mm.dia Extra Coupler | BI01010001010000000000000515BI0100001146 | 150 | Nos. |
| 35 | 35 | Solvent cement conforming to I.S. No. 14128/94 with latest amendments, Medium Bodies. | BI01010001010000000000000515BI0100001147 | 18 | Ltr. |
| 36 | 36 | 150 mm.dia Flexible PVC Hose for Suction & Delivery line | BI01010001010000000000000515BI0100001148 | 60 | Mtr. |
| 37 | 37 | Rubber Insertion, duly, reinforced 5 mm.thick 2 plies as per I.S.No.-6392 with latest amendments.300 mm.dia (Table-17) | BI01010001010000000000000515BI0100001149 | 2 | Nos. |
| 38 | 38 | 300 mm.dia (Table-11) | BI01010001010000000000000515BI0100001150 | 2 | Nos. |
| 39 | 39 | 300 mm.dia (Table-5) | BI01010001010000000000000515BI0100001151 | 4 | Nos. |
| 40 | 40 | 200 mm.dia (Table-11) | BI01010001010000000000000515BI0100001152 | 6 | Nos. |
| 41 | 41 | 200 mm.dia (Table-5) | BI01010001010000000000000515BI0100001153 | 12 | Nos. |
| 42 | 42 | 150 mm.dia (Table-17) | BI01010001010000000000000515BI0100001154 | 85 | Nos. |
| 43 | 43 | 150 mm.dia (Table-5) | BI01010001010000000000000515BI0100001155 | 14 | Nos. |
| 44 | 44 | 125 mm.dia (Table-17) | BI01010001010000000000000515BI0100001156 | 25 | Nos. |
| 45 | 45 | 80 mm.dia (Table-17) | BI01010001010000000000000515BI0100001157 | 2 | Nos. |
| 46 | 46 | Wooden Sleeper 6" x 4" x 5' Long | BI01010001010000000000000515BI0100001158 | 4 | Nos. |
| 47 | 47 | MS ACESSORIES:-150 mm.dia Sluice Valve | BI01010001010000000000000515BI0100001159 | 11 | Nos. |
| 48 | 48 | 150 mm.dia Alfa Alfa Valve | BI01010001010000000000000515BI0100001160 | 25 | Nos. |
| 49 | 49 | 150 mm.dia both end flange MS 900 Bend | BI01010001010000000000000515BI0100001161 | 8 | Nos. |
| 50 | 50 | 150 mm.dia 900 (with priming) Bend | BI01010001010000000000000515BI0100001162 | 2 | Nos. |
| 51 | 51 | 150 mm.dia Foot Valve Lather Washer | BI01010001010000000000000515BI0100001163 | 2 | Nos. |
| 52 | 52 | 150 mm.dia Foot Valve (Flange end swing type) | BI01010001010000000000000515BI0100001164 | 2 | Nos. |
| 53 | 53 | 150 mm.dia MS hose clamp with long nut & bolt | BI01010001010000000000000515BI0100001165 | 22 | Nos. |
| 54 | 54 | 150 mm dia C.I Combined tail Piece Both side Grooved | BI01010001010000000000000515BI0100001166 | 4 | Nos. |
| 55 | 55 | 150 mm.dia MS Tail Piece One end Flanged other end grooved. | BI01010001010000000000000515BI0100001167 | 12 | Nos. |
| 56 | 56 | 150 mm.dia non return valve | BI01010001010000000000000515BI0100001168 | 2 | Nos. |
| 57 | 57 | MS Set for quadruped (For Major RLI Scheme) | BI01010001010000000000000515BI0100001169 | 1 | Set |
| 58 | 58 | Nuts & Bolts :- 20 mm x 80 mm | BI01010001010000000000000515BI0100001170 | 180 | Kg. |
| 59 | 59 | 20 mm x 100 mm | BI01010001010000000000000515BI0100001171 | 100 | Kg. |
| 60 | 60 | 16 mm x 80 mm | BI01010001010000000000000515BI0100001172 | 60 | Kg. |
| 61 | 61 | 16 mm x 65 mm | BI01010001010000000000000515BI0100001173 | 25 | Kg. |
| 62 | 62 | 16 mm x 50 mm | BI01010001010000000000000515BI0100001174 | 30 | Kg. |
| 63 | 63 | Foundation Bolt :- For Distrubution Chamber (20 mm.dia x 375 mm.long) (64 Nos.) | BI01010001010000000000000515BI0100001175 | 88 | Kg. |
| 64 | 64 | For Motor driven Pump Sets (12 Nos.) | BI01010001010000000000000515BI0100001176 | 7.5 | Kg. |
| 65 | 65 | Compresed Asbestos fibre jointing for Quadruped Set (for raised surface of Flange as per IS-6392/71) 500 mm.dia (Table-5) | BI01010001010000000000000515BI0100001177 | 8 | Nos. |
| 66 | 66 | Electrical:- Supply of Electric Motor Pump Set having capacity of 200 cubic meter per hour discharge at 24 Meter total head with UP125/30A Pump. The Motor shall be designed for operation at 415V(=10%), 3 Phase, 50 Cycles per Sec (=5%), A.C. supply 1450 r.p.m. The Motor shall be TEFC shall be conforming to IS 7538 or 325 with latest amendments thereof. The Pump shall be horizontal, single stage, split casing conforming to IS-6595 or 5120 with latest amendments thereof. Pump should be directly coupled with Motor and mounted on a common fabricated M.S. Base frame with latest amendments | BI01010001010000000000000515BI0100001178 | 2 | Set |
| 67 | 67 | Supply of 200Amp. Min Switch Complete for 20/25 HP Motors | BI01010001010000000000000515BI0100001179 | 1 | No. |
| 68 | 68 | Supply of 63 Amp Main Switch | BI01010001010000000000000515BI0100001180 | 2 | Nos. |
| 69 | 69 | Supply of 16 Amp Main Switch | BI01010001010000000000000515BI0100001181 | 1 | No. |
| 70 | 70 | Supply of Oil Immersed Starter for 25 HP Motor | BI01010001010000000000000515BI0100001182 | 2 | Nos. |
| 71 | 71 | Supply of 200 Amp Busbar Chamber | BI01010001010000000000000515BI0100001183 | 1 | Nos. |
| 72 | 72 | Supply of 4” Volt Meter (0-500V)- 2 Nos. & 4” Ammeter (0-100A)- 2 Nos. | BI01010001010000000000000515BI0100001184 | 1 | Set |
| 73 | 73 | Supply of Capacitor (6 KVA) | BI01010001010000000000000515BI0100001185 | 2 | Nos. |
| 74 | 74 | Supply of wooden pannel board of size 6ft. X 4ft. X 1 inch. with 6 Nos. M.S. clamp for Pump House wall mounting | BI01010001010000000000000515BI0100001186 | 1 | No. |
| 75 | 75 | Supply of 16 mm dia 4 Core 1100V grade PVC Copper conducter/wire | BI01010001010000000000000515BI0100001187 | 14 | M |
| 76 | 76 | Supply of 10 mm dia 3 Core 1100V grade PVC Copper conducter/wire | BI01010001010000000000000515BI0100001188 | 50 | M |
| 77 | 77 | Supply of 6 mm dia single Core 1100V grade PVC Copper conducter/wire | BI01010001010000000000000515BI0100001189 | 110 | M |
| 78 | 78 | Supply of Mini water pump (1HP,Head Range 3-32 Mtr., Discharge 3100-500LPH,Voltage-220 volt )with all accessories like suction(30 mtr),delivery pipe(30mtr),footvalve,adopter,nipple, Wooden frame for holding the set etc all complete | BI01010001010000000000000515BI0100001190 | 1 | Set |
| 79 | 79 | Tools kit comprising Slide wrench set 12" long, Ring wrench set, Side spanner set, Screw Driver 1' long, Hammer 500 Gram, Electrical Tester, Combind Pliers, Funnel 8" etc. | BI01010001010000000000000515BI0100001191 | 2 | Set |
| 80 | 80 | LAYING Supplying, fitting and fixing including transportation of sign board for indentifing the exact location of RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of minimun size 6'x4' and fitted and fixed on 50 mm GI pipe/35mm Angle of IS 1239/90 (part-1) including cutting , welding and writting of both sides of Sing 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 soiling. This will include one materials and labour complete as per drawing and direction of EIC. | BI01010001010000000000000515BI0100001192 | 1 | No. |
| 81 | 81 | Suppling 1 mtr x 0.6 m x 24 swg MS board contaning list of spout wise water users by making numbers of spout as directed by EIC. The board should have base colour - Black and words - White to be fitted and fixed on the wall of the pump house. For W.T.A. | BI01010001010000000000000515BI0100001193 | 1 | No. |
| 82 | 82 | Earthwork in excavation of foundation or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone) including removing, spreading or stacking the spoils, as directed and including trimming the sides of trenches, leveling, dressing and ramming the bottoms, bailing or pumping out of water etc. as required complete. Depth of excavation not exceeding 1.5 metre (not required shoring) . | BI01010001010000000000000515BI0100001194 | 2627.95 | m3 |
| 83 | 83 | Gravels, morrum, Kankar, compact morrum/very much weathered rook/sticky soil mixed with morrum of ghoothing etc. | BI01010001010000000000000515BI0100001195 | 60 | m3 |
| 84 | 84 | Soft weathers Rock or Soft laterite. | BI01010001010000000000000515BI0100001196 | 20 | m3 |
| 85 | 85 | Local Sand filling in foundation or plinth in layers not exceeding 15 cm. as directed and consolidating the same by through saturation with water and ramming complete, including the cost of supply of sand. | BI01010001010000000000000515BI0100001197 | 216.21 | m3 |
| 86 | 86 | Laying of UPVC pipes of different diameters within field trenches in curve/straight line using UPVC fittings, viz. Horizontal and Vertical Bends, Riser pipes, 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. i) 315 mm.dia Class-I | BI01010001010000000000000515BI0100001198 | 498 | Meter |
| 87 | 87 | ii) 200 mm.dia Class-I | BI01010001010000000000000515BI0100001199 | 1200 | Meter |
| 88 | 88 | iii) 140 mm.dia Class-I | BI01010001010000000000000515BI0100001200 | 2502 | Meter |
| 89 | 89 | 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. | BI01010001010000000000000515BI0100001201 | 108.418 | m2 |
| 90 | 90 | 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 striking out after completion of works (upto roof of ground floor) 25 mm. to 30.7 mm.thick wooden shuttering. | BI01010001010000000000000515BI0100001202 | 28.12 | m2 |
| 91 | 91 | Cement Concrete (1:3:6) with graded stone ballast or local gravel 40mm.down, excluding shuttering. | BI01010001010000000000000515BI0100001203 | 4.22 | m3 |
| 92 | 92 | Re-inforcement for reinforced concrete work in all sorts of structure including distribution bars, stirrups, binders etc. including supply of rods, initial straightening of bend bars excluding coil bars and removal of loose rust (if necessary) cutting to requisite length, hooking, bending to correct shape, placing in proper position and binding with 1.626mm. (16SWG) black annealed wire at every intersection complete as per drawing and direction including cost of wire upto 1st floor level (For Tor Steel) i) For WTA | BI01010001010000000000000515BI0100001204 | 1.88 | Qtl. |
| 93 | 93 | Cement Concrete (1:2:4) in foundation, floor and all sorts of RCC works with approved graded stone chips (20mm.size) excluding shuttering and re- inforcement in ground floor. | BI01010001010000000000000515BI0100001205 | 12.108 | m3 |
| 94 | 94 | Brick work in cement mortar (1:6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete. | BI01010001010000000000000515BI0100001206 | 18.76 | m3 |
| 95 | 95 | 12.5 cm.thick 1st class brick work in cement mortar (1:4) in ground floor including scaffolding racking out joints etc. complete.i) For WTA | BI01010001010000000000000515BI0100001207 | 30 | m2 |
| 96 | 96 | Labour charges for fitting, fixing of M.S pipe (to be supplied Deptt.) including transportation of the same jointing and making leak proof threaded/flanged joints 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. 150 mm.dia | BI01010001010000000000000515BI0100001208 | 150 | Metre |
| 97 | 97 | Erection, fitting, fixing of set of M S Quadruped inlet and outlet pipe fittings for 1st chamber and 2nd chamber of Midi RLI Scheme. (Rate inclusive of transportation from departmental store to work site). | BI01010001010000000000000515BI0100001209 | 1 | Set |
| 98 | 98 | Labour Charge for fitting, fixing 150mm x 200mm. dia MS expander with 200 mm.dia UPVC pipe with the help of FTP (flanged Tail Piece) by joining flanged end of tail piece and expander with rubber insertion, nuts and bolts and PVC end of tail piece with 200 mm.dia UPVC pipe with coupler, all complete. | BI01010001010000000000000515BI0100001210 | 6 | Nos. |
| 99 | 99 | Labour charges for fitting, fixing 150 mm.dia Alfa Alfa Valve with 160 mm.dia (class-II) UPVC Riser pipe with the help of flange P.V.C. tailpiece by joining the P.V.C. End of Tail- piece and Riser pipe with coupler and flanged end of Tailpiece and Alfa Alfa valve with rubber insertion, Nuts and bolts etc. complete. (140 X 160mm Reducer & 200 x 160mm Reducer is to be fitted as per requirement) | BI01010001010000000000000515BI0100001211 | 25 | Nos. |
| 100 | 100 | Transportation of \nElectro-Motor pumping set for Major R.L.I. of any make/brand with necessary fixtures viz. M.S. bend, M.S. Pipes, Rubber Hose Pipe, Manifold, Surge tank, foot valve, non-return valve, tail piece, hose clamp, sluice valve, priming chamber etc. over Pucca/Kancha road from Store to worksite including loading at the lifting point and unloading at the delivery point. \n(a) Carriage by Road (i) Distance upto 50 km. | BI01010001010000000000000515BI0100001212 | 2 | Set |
| 101 | 101 | (ii) Distance beyond 50 KM for such additional 25 KM or part thereof. | BI01010001010000000000000515BI0100001213 | 2 | Set |
| 102 | 102 | b) Additional distance for each 25 KM beyond 50 KM upto any distance. | BI01010001010000000000000515BI0100001214 | 1 | Set |
| 103 | 103 | Carriage of Misc. materials all UPVC fittings & different diameter, solvant cement, Hose………………………………………..at the delivery point L.S. (1. Truck) | BI01010001010000000000000515BI0100001215 | 1 | L.S. |
| 104 | 104 | Installation of Diesel Engine/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 900 MS 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.) For Major R.L.I. Scheme | BI01010001010000000000000515BI0100001216 | 2 | Set |
| 105 | 105 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints or roughening of concrete surface including throating, nosing and drip course as necessary at ground floor. a)with 1:6 cement mortar & 20 mm.thick | BI01010001010000000000000515BI0100001217 | 282 | m2 |
| 106 | 106 | b)with 1:6 cement mortar & 15 mm.thick i) For WTA | BI01010001010000000000000515BI0100001218 | 10 | m2 |
| 107 | 107 | Neat cement punning about 1.5mm.thick in wall dado, floor, drain, door and window sill etc. complete. i) For WTA | BI01010001010000000000000515BI0100001219 | 20.728 | m2 |
| 108 | 108 | ii) For Spout Chamber | BI01010001010000000000000515BI0100001220 | 254 | m2 |
| 109 | 109 | Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 15cm. Including watering and ramming etc. layer by layer complete with earth obtained from excavation of foundation. i)For Pipe Trench, Spout chamber & Quadruped etc. | BI01010001010000000000000515BI0100001221 | 2498.53 | m3 |
| 110 | 110 | Two coats over one coat of primer Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary, over steel surface. For WTA | BI01010001010000000000000515BI0100001222 | 50 | m2 |
| 111 | 111 | 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 Deasel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-in-Charge. (As it is electrified scheme so testing can be done with Electro Motor Pumping set & the departmental electric line) | BI01010001010000000000000515BI0100001223 | 1 | Each System |
| 112 | 112 | PUMP HOUSE:- 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, 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 1500 mm | BI01010001010000000000000515BI0100001224 | 26.18 | m3 |
| 113 | 113 | Add extra for cutting laterite sand stone | BI01010001010000000000000515BI0100001225 | 3 | m3 |
| 114 | 114 | 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. [ Pg.-2, Sl. No.-4(B) of PWD] | BI01010001010000000000000515BI0100001226 | 10.2 | m3 |
| 115 | 115 | 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. | BI01010001010000000000000515BI0100001227 | 60 | m² |
| 116 | 116 | Cement concrete (1:3:6) with graded stone ballast or local gravel 40 mm. down, excluding shuttering in ground floor. | BI01010001010000000000000515BI0100001228 | 5.7 | m³ |
| 117 | 117 | Brick work in cement mortar (1 : 6) with first class kiln burnt bricks including racking out joints, scaffolding Brick work with Ist class brick in cement mortar (1 : 6). (a) In foundation and Plinth | BI01010001010000000000000515BI0100001229 | 9.73 | m³ |
| 118 | 118 | (b) In superstructure , ground floor | BI01010001010000000000000515BI0100001230 | 15.22 | m³ |
| 119 | 119 | 25 mm. thick damp proof course with cement concrete (1:1.5:3) (with graded stone chips 20 mm nominal size) with water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over\ntwo coats of non toxic acrylic polymer modified cementitious waterproofing slurry coat complete [cost of water proofing compound and non toxic paint to be paid\nseperately) for underground water retaining structures. [water proofing as per item no 60 and non toxic paint as per Item No. 59 (b) of Section 'C' ] | BI01010001010000000000000515BI0100001231 | 6 | m² |
| 120 | 120 | 12.5 cm.thick brickwork with 1st class brick in cement mortar (1:4) in ground floor. [ Pg.-31, Sl. No.-29 of PWD] | BI01010001010000000000000515BI0100001232 | 3 | m² |
| 121 | 121 | 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. [ Pg.-11, Sl. No.-5(a) of PWD]d) With local hard backstone variety chips (crusher broken) | BI01010001010000000000000515BI0100001233 | 13.69 | m3 |
| 122 | 122 | 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). [ Pg.-26, Sl. No.-12 of PWD]\na) 25mm. to 30.0mm. thick wooden shuttering. | BI01010001010000000000000515BI0100001234 | 80 | m2 |
| 123 | 123 | Re-inforcement for reinforced concrete work in all sorts of structure including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary) cutting to requisite length, hooking, bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter section complete as per drawing and direction. [ Pg.-27, Sl. No.-15(a) of PWD]For works in foundation, basement and upto roof of ground floor/ upto 4 mtr.i) Tor steel/Mild Steel | BI01010001010000000000000515BI0100001235 | 6.8 | Qnt. |
| 124 | 124 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints including throating, nosing and drip course, scaffolding/ staging where necessary at ground floor. (Excluding cost of chipping over concrete surface) [ Pg.-151, Sl. No.-2 of PWD]a) With (1:6) cement mortar.i) 20 mm.thick plaster | BI01010001010000000000000515BI0100001236 | 110 | m2 |
| 125 | 125 | (b) with (1:6) cement mortar , 15 mm. thick plaster. | BI01010001010000000000000515BI0100001237 | 75 | m2 |
| 126 | 126 | (c) with (1:4) cement mortar , 10 mm. thick plaster. | BI01010001010000000000000515BI0100001238 | 45 | m2 |
| 127 | 127 | Neat cement punning about 1.5 mm. thick in wall dado,floor, drain, door and window sill etc. complete. | BI01010001010000000000000515BI0100001239 | 23.46 | m² |
| 128 | 128 | M.S. gate of Jail type as per approved design made of strong M.S. frame work intermediate stiffeners and round / square bars or angles. M.S. Sheet (not less than 14 gauge) gussets, cleats etc including necessary riveting, bolting, welding, locking and hanging etc.complete.ii) Grill weighing 16Kg. Per sq.m and above. | BI01010001010000000000000515BI0100001240 | 2.4 | Qtl. |
| 129 | 129 | Supplying, fitting & fixing windows and vatilator with or without intigrated grills confirming to IS 1038-1975 and manufacturered from roll steel section conforming to IS 7452-1974 with non fixtion projecting type, box type hings glazing clips, lugs locking bracket, handle plate etc., including hoisting in position strenghtening if required, fixing lugs in cement concretre (1:2:4) with stone chips 20 mm down cutting hole and manding good damages to match with exting surface complete in all respect excluding glazing in ground floor.\nFlash butt welded windows and vantilators\n(b) Openable steel windows as per IS sizes with side hung shutters on horizental glazing bars with/without fix type vantilator (the extra rate admissible for openble portion only) | BI01010001010000000000000515BI0100001241 | 4.32 | m² |
| 130 | 130 | (viii) MS integrated grill as per approved design integrated with steel window or vantilators joints contiously welded with MS flats and bars. | BI01010001010000000000000515BI0100001242 | 40.5 | Kg. |
| 131 | 131 | Supplying 1.5 mm.thick MS sheet fitted and fixed on one or both faces of MS/WI gate etc with point welding at not more than 150 mm apart complete in all respect as per design including cost of all labour and materials. | BI01010001010000000000000515BI0100001243 | 4.32 | m2 |
| 132 | 132 | White washing including cleaning and smoothening surface thoroughly.[ Pg.-155, Sl. No.-3 of PWD] a) Three coats (on new works only) | BI01010001010000000000000515BI0100001244 | 110 | m2 |
| 133 | 133 | Colour washing with ""ELLA" with a coat of white wash priming including cleaning and smoothening surface thoroughly.[ Pg.-155, Sl. No.-4(ii)(b) of PWD]ii) External surface (ground floor)b) Two coats (on new work only) | BI01010001010000000000000515BI0100001245 | 100 | m2 |
| 134 | 134 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary. [ Pg.-162, Sl. No.-8 of PWD]b) On steel surface (Normal gloss).ii) Two Coats (with any shade except white) | BI01010001010000000000000515BI0100001246 | 21.84 | m2 |
| 135 | 135 | Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 15cm. Including watering and ramming etc. layer by layer complete with earth obtained from excavation of foundation. [ Pg.-1, Sl. No.-3(a) of PWD] | BI01010001010000000000000515BI0100001247 | 7 | m3 |
| 136 | 136 | ELECTRIC WIRING:-Fitting of wooden pannel board of size 6ft. X 4ft. X 1 inch. with M.S. clamp on the wall of pump house and made necessary arrangment for fitting fixing the following elctrical equipment including 2 coat of pantigof app.quality as per direction of E.I.C. (Deptt. supply) | BI01010001010000000000000515BI0100001248 | 1 | LS |
| 137 | 137 | Fixing only Iron Clad/Sheet Steel TP/TPN switch fuse units with H.R.C. fuses on angle iron frame on wall (a) 200 Amps. (Deptt. supply) (PWD /Page-C-1, Item No.-2 | BI01010001010000000000000515BI0100001249 | 3 | Each |
| 138 | 138 | Fixing only Iron Clad/Sheet Steel TP/TPN switch fuse units with H.R.C. fuses on angle iron frame on wall (Deptt. supply) (a) 63 Amps. (PWD /Page-C-1, Item No.-3(a)) | BI01010001010000000000000515BI0100001250 | 2 | Each |
| 139 | 139 | Fixing only iron Clad/Sheet Steel Main Switchs/Isolators on Iron Legs/Flat Iron Frame/Angle Iron Frame on wall (Deptt. supply) (PWD /Page-C-1, Item No.-1) 16 Amps On Iron legs | BI01010001010000000000000515BI0100001251 | 1 | Each |
| 140 | 140 | Fixing Voltmeter/energy meter with necy., screws & other fixing materials & making holes where necy. Incl. making connections(Deptt. supply) (PWD /Page-C-2, Item No.-10) | BI01010001010000000000000515BI0100001252 | 1 | Each |
| 141 | 141 | Fixing Ammeter/energy meter with necy., screws & other fixing materials & making holes where necy. Incl. making connections (PWD /Page-C-2, Item No.-10) | BI01010001010000000000000515BI0100001253 | 2 | Each |
| 142 | 142 | Wiring with supply 16 mm.dia 4 core 1100 volt grade PVC copper wire in the PVC flexible from 200 Amps. SEDCL Meter to Main switch to bus bar chamber. (Wire supplied by Deptt.) | BI01010001010000000000000515BI0100001254 | 14 | M |
| 143 | 143 | Drawing inter connection between starter to motor by 10 sq.mm. P.V.C. insulated copper conductor (any approved make), 3 core 2 nos. 1100 volt grade P.V.C. conduit fitted with necessary bend, elbows, inspection pit etc. with brass coupling and cable protector by fixing with saddle on the wall and partly under the ground by cutting and mending good the floor where as one ft. apart the motor to be flexible conduit P.V.C. by metal and double earthing continuously by 10 SWG GI Wire.(Wire supplied Deptt.) | BI01010001010000000000000515BI0100001255 | 30 | M |
| 144 | 144 | Drawing connection by 6 sqmm single core copper wire (any approved make) from D.P.I.C. Switch to Brassbar with 3/4" flexible conduit including drawing earth wire of 18 SWG copper wire. | BI01010001010000000000000515BI0100001256 | 10 | M |
| 145 | 145 | Distn. Wiring in 22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed single core stranded copper wire (approved make) in 19 mm bore, 3 mm thick polythen pipe complete with all accessories embedded in wall to light/fan/call bell points with Piano key type switch (Anchor make) fixed on sheet metal (16 SWG) switch board with bakelite/perspex (wall matching colour) top cover (2 mm thick) flused in wall incl. mending good damages to original finish 2x22/0.3 (Ph. & N) and 1x22/0.3 as ECC Avegage run 8 mtr. | BI01010001010000000000000515BI0100001257 | 5 | Point |
| 146 | 146 | 3 phase selected switch supply and fitting, fixing and making connection. | BI01010001010000000000000515BI0100001258 | 1 | Unit |
| 147 | 147 | Supply & fitting, fixing etc. complete of power indicator lamp. | BI01010001010000000000000515BI0100001259 | 1 | Set |
| 148 | 148 | Supplying & fixing EL Danger Board on wall\na) 15cm x 10cm (6" x 4") \n(PWD /Page-D-13, Item No.-21(a) | BI01010001010000000000000515BI0100001260 | 1 | Each |
| 149 | 149 | Supplying & fitting, fixing of 200 Amp Cut Out. | BI01010001010000000000000515BI0100001261 | 6 | Each |
| 150 | 150 | Supply and fixing and Soldering Copper Socket flat type.a) 16mm | BI01010001010000000000000515BI0100001262 | 12 | No. |
| 151 | 151 | b) 10mm | BI01010001010000000000000515BI0100001263 | 48 | No. |
| 152 | 152 | c) 06mm | BI01010001010000000000000515BI0100001264 | 16 | No. |
| 153 | 153 | d) 1.5mm | BI01010001010000000000000515BI0100001265 | 12 | No. |
| 154 | 154 | Fixing only starters (for motor control) on flat iron frame / angle iron frame on wall.\n(b) Star-Delta starter / Oil immersed starter 20 HP for motor (upto 5 HP for lower ratings and above 5 HP upto 15 HP for higher rating)\n (Deptt. Supply) (PWD /Page-C-2, Item No.-9(b)) | BI01010001010000000000000515BI0100001266 | 2 | Each |
| 155 | 155 | 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 & restoring surface duly rammed as below. (PWD /Page-G-1, Item No.-2(a))(a) For Soft Soil By ISI-Medium GI Pipe | BI01010001010000000000000515BI0100001267 | 2 | Set |
| 156 | 156 | (a) 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 insulatiors etc. as required (PWD /Page-G-2, Item No.-4(a)) | BI01010001010000000000000515BI0100001268 | 2 | Mtr. |
| 157 | 157 | Drawing inter connection between Bus bar chamber to 63 Amps main switch, Main switch to 6 KVA Capacitor & 6 KVA capacitor to 20 HP Star delta Starter / Oil Immersed starter E.T.C by 10 sq.mm. P.V.C. insulated copper conductor(any approved make), 3 Core, 1100 Volt grade P.V.C. conduit fitted with necessary bend, elbows, inspection pit etc. with brass coupling and calbe protector and earthing by 10 SWG GI Wire as per I.E.C. regulation. | BI01010001010000000000000515BI0100001269 | 20 | M |
| 158 | 158 | Supplying and drawing 1.1 KV single core stranded 'FR' PVC insulated & unsheathed single core stranded copper wire (approved make ) of the following sizes in the prelaid polythene pipe and by the prelaid GI fish wire and making necy. Connection as required (PWD/Page-E-9, Item.No-1(a))2 x 22/03 (1.5 sqmm) | BI01010001010000000000000515BI0100001270 | 10 | RM |
| 159 | 159 | Supplying & fixing sheet metal (16 SWG) iron clad Busbar chambers on angle iron frame on wall, incl. earthing attachment and painting as required - (As per Drawing no. 470 of PWD specification Book - May 1991) (PWD /Page-D-12, Item No.-9)4 bars, 500 V, 200 A (3x50x 5mm +1x25 x5mm), 500x150mm | BI01010001010000000000000515BI0100001271 | 1 | Set |
| 160 | 160 | Fitting, fixing and interconnecting the 6 KVA Capacitor JAVIC/KELTRON from bus bar by loop wiring with 660 Volt grade | BI01010001010000000000000515BI0100001272 | 2 | LS |
| 161 | 161 | (b) Supply & Fitting for Lamp & Shade (PWD /Page-C-3, Item No.-14(b)) | BI01010001010000000000000515BI0100001273 | 2 | SET |
| 162 | 162 | Supply (Fitting & Fixing) shack proof pad 6' x 3' x 1/2" with ISI make. | BI01010001010000000000000515BI0100001274 | 1 | Each |
| 163 | 163 | Add 4% Extra for WATER TRANSMISSION ARRANGEMENT ON (Sl No.80-111), Except Earth Work In Excavation & Fillings( Sl No- 82&109) | BI01010001010000000000000515BI0100001275 | 1 | LS |
| 164 | 164 | Add 4% Extra for PUMP HOUSE ON (Sl No.112-135),Except Earth Work In Excavation & Fillings (Sl No-112&135) | BI01010001010000000000000515BI0100001276 | 1 | LS |
| 165 | 165 | Add GST 12%ON(Sl No.80-162) | BI01010001010000000000000515BI0100001277 | 1 | LS |
| 166 | 166 | Add labour welfare cess @ 1% ON(Sl No.80-162) total with GST | BI01010001010000000000000515BI0100001278 | 1 | L.S. |
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