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| 1 | Supply and delivery of 125mm.dia heavy duty PVC Column pipe length 10'- 0'' (3.10mtr) make - Ashirbad/C.R.I./Raksha |
| 2 | Supply, Delivery & Installation of 415 V, 3 Phase, 50 hz Auto - manual 20 KW Star-Delta starter/ DOL- Control Panel for Sub. P/M Set. (as per enclosed details) Mk- Sellwin / Electromech/AC Power/ Equivalent as per direction of EIC. |
| 3 | Supply and connection of 6 sq. mm flat 3 core copper conductor PVC Submersible cable of Finolex make with water seal compound joint including less for unseviceable cable. |
| 4 | Supplying of following XLPE insulated Aluminum Conductor Armoured cable of 1.1 KV grade as per IS 7098 (Part-1) 1988. i). 35 Sq. mm. 4 Core Cable. |
| 5 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation, sand cushioning, Brick protective covering and refilling the trench etc. as required. i). Up to 120 Sq. mm. (35 Sq. mm. 4 Core Cable). |
| 6 | Split type M.S fabricated suitable well cover for the tube well non-sign with necessary damping arrangement including holes for column pipe, air pipe & cable entry. |
| 7 | Construction of supporting pillar supporting platform for the resting of valves for easy operation with neat cement finish as per direction of EIC. |
| 8 | Replacement by S & F of wire rope clamps etc. |
| 9 | Earthing with 50mm dia GI pipe 3.64 Mts. Long and 1x4 SWG GI (Hot Dip) wire (4Mts. 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 By TATA-Medium GI pipe. |
| 10 | 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. |
| 11 | Supplying laying of D.I. (K-7) pipes conforming to IS.: 8329 -2000 with latest amendment if any including supply of valve special third party inspection charges hydraulic testing disinfection etc complete. (i) 150 mm. dia |
| 12 | Supply of Single/Double bit SBR gasket suitable for jointing CI/DI pressure pipes, conforming to IS : 5382 : 1985 [Popularly known as ‘Tyton Gasket’] (i) 150 mm. dia |
| 13 | Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). (K) End Plug (Dia) 150 mm. |
| 14 | Flange joint to C.l./D.l/MS. pipes and specials including supply of rubber gasket. nuts. bolts. washers etc. of best quality to make the joint watertight at required hydraulic pressure all complete as per specification & direction of the Engineer-in-Charge. a) 150 mm dia. |
| 15 | Renewing specials only cast iron pipe conforming to I.S.1536/1976 including cutting trenches in any soil or through masonry,concrete etc.,if necessary and Mending good damages including jointing with Tyton joints as per specification excluding the cost of concrete or masonry required but including cost of filling up trenches. |
| 16 | C.I. Sluice valve with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S.780/71 solid forged bronze inside screw spindle nut valve and seat faces of hard ware resisting . Manufactured from best quality gunmetal conforming to I.S.780/ 71, painted black all over with asphalt base paint tested to 21kg direction, fitted and fixed complete. (a) 150mm dia |
| 17 | Sluice valve chamber with C.I. heavy cover with locking arrangement, (weight not less than 25 kg) (size of chamber 450 mm X 600 mm inside upto 900 mm depth) 250 mm thick cement brick walls (6:1), 150 mm thick cement concrete (6:3:1) bed with stone chips, 20 mm thick cement plaster (6:1) for inside wall and 15 mm thick cement plaster (4:1) for outer walls including rounding corners. |
| 18 | Supplying, fitting and fixing of C.I. Mechanical Compression flexible Collar Couplings suitable for C.I. Spun Pipes (as per IS: 1536) and D. I. Pipes (as per IS: 8329) complete with Sealing Rubber Gasket of EPDM quality (IS:5382/ 1985 Type - 4), Cast Iron Follower Glands and Mild Steel Nut Bolts (Zinc Coated). The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS: 1538. Fitting and fixing should be in proper position with proper care of main pipe line for leak proof condition. (a) 150 mm. |
| 19 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. |
| 20 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 21 | 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 rele vant IS codes (i) Pakur Variety. |
| 22 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the\ compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. |
| 23 | Installation of pumping machinery with valves, pipe & pipe specials short piece, depth gauge, pressure gauge including hoisting of column pipe, making all electrical and water line inter-connection complete as per direction including supply of necessary materials as reqd. for the work. |
| 24 | Labour for making arrangement for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. |
| 25 | Supplying of Swaged Steel Tubular pole (IS 2713, Pt. II 1980) for following designation and of following dimensions : -(i). 410-SP-33; 9.0mtrs: 164 Kg |
| 26 | S/F single arm projected lamp bracket (Single pipe bending ) of50cm (2\\") dia G.I. pipe (ISI medium) 3.65 mm thick of 2.1 mtr(6’ approx) long having 105 degree curvature with reducing socket to be fitted at the top of the pole with bolts, nuts, clamps etc. as required. |
| 27 | Erection of single steel tubular pole up to 9m including MS soleplate (23 m dia * 6 m thick ) cap etc. over flyover bridge etc. with C.C foundation (4:3:1) with graded stone chip (3/4\\" down)surrounding the pole base 2’ * 2’ up to a height of 1.35 m (4.1/2\\")from the pole base with 2 coats of black paint and then fixing the pole by means of 3 nos 4\\" * 1.1/2\\" * ¼” clamps to the fencing of the bridge at a suitable distance and providing the passage of wire / cable leading through hard polythene pipe (1.1/2\\") and also ebonite sheet 4-way ebonite terminal connector block including connection with lug by crimping arrangement and also neat cementing of pole base and finishing. |
| 28 | Earthing the steel tubular pole with 19 mm dia. X 2.5 mtr. Length GI rod & 1 no. 4 SWG GI wire up to 4 mtr. Length 15 mm dia. X 65 lion GI bolt, double nuts & washer including supply of all materials as per direction of EIC. |
| 29 | Providing CC (6:3:1) muffing 600x600x760 mm in size or equivalent size of cylindrical muffing above ground level around the pole base complete with 3 mm thick neatly finished cement plaster all round after dismantling the unserviceable muffing if necessary With 250 x 250 x 100mm 16 SWG GI Loop Box |
| 30 | Painting of Steel Tubular Pole of lengths and no. of coats of paint, as given below with ready mixed paint/primer of approved make, and brand incl. preparation of surface by sand paper/emery paper, cleaning etc. for receiving fresh coat of paint. (a) Up to 9 Mtr. Long pole (i) 1st coat of aluminium paint over 1 coat of RO priming. |
| 31 | (ii) 2nd coat of aluminium paint over 1st coat. |
| 32 | Supply, delivery, testing and commissioning of LED type 60 W street light luminaries including LED lamp etc all complete. Mk-Philips/ C.G or any reputed make as per direction of EIC. |
| 33 | supply of fabricated MS Kiosk made from 14 SWG MS Angle incl. Providing AI busbar of 60 A rating for main supply transmission with proper stamping and to be fixed on pedestal as per direction of EIC. |
| 34 | 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. |
| 35 | Supplying & laying interlocking designer paver block of any shade and of approved quality as per IS: 1237-1980 laid in pattern as directed in pavement, footpath, driveway, etcincluding necessary underlay complete in all respect with all labour and material.[Border concrete if necessary to be paid separately].(b) 40 mm thick block (over 150 mm medium sand bed including cost of sand but excluding cost of earthwork in excavation or dismantling of existing hard surface if necessary)(ii) Coloured Decorative. |
| 36 | Supply, delivery at site and storage of glowing plastic sign board for identification mark as per direction of EIC. |
| 37 | Erection of glowing plastic sign board for identification mark as per direction of EIC. |
| 38 | For inaguration program supply and installation of name plate / Falak (made by granite slab) infront side of pump house including brick wall and foundation work complete as per direction of EIC. Please Enable Macros to View BoQ information |
