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| 1 | CONSTRUCTION OF OW - Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 10 SQM in plan) for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter. All kind of soil |
| 2 | Earth work in excavation over areas (exceding 30cm depth, 1.5 mtr in width and I 0 SQM in plan) for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter Ordinary Rock |
| 3 | Earth work in excavation over areas (exceding 30cm depth, 1.5 mtr in width and I 0 SQM in plan) for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter Hard Rock (Requiring blasting) useful material 30% |
| 4 | Add extra over item No. 2.39.2- 4 for every additional lift of I .5 Mtr. Or part thereof: In Ordinary rock and hard rock. S. No. From (m) To (m) Lift 1 01.50 03.00 1st |
| 5 | 2 03.00 04.50 2nd |
| 6 | 3 04.50 06.00 3rd |
| 7 | 4 06.00 07.50 4th |
| 8 | 5 07.50 09.00 5th |
| 9 | 6 09.00 10.50 6th |
| 10 | 7 10.50 12.00 7th |
| 11 | 8 12.00 13.50 8th |
| 12 | 9 13.50 15.00 9th |
| 13 | 10 15.00 16.50 10th |
| 14 | 11 16.50 18.00 11th |
| 15 | 12 18.00 19.50 12th |
| 16 | 13 19.50 21.00 13th |
| 17 | 14 21.00 22.50 14th |
| 18 | 15 22.50 24.00 15th |
| 19 | 16 24.00 25.50 16th |
| 20 | 17 25.50 27.00 17th |
| 21 | 18 27.00 28.50 18th |
| 22 | 19 28.50 30.00 19th |
| 23 | 20 30.00 31.50 20th |
| 24 | 21 31.50 33.00 21st |
| 25 | 22 33.00 34.50 22nd |
| 26 | 23 34.50 35.00 23rd |
| 27 | Add 20% extra over item No. 2.39 for excavation in saturated soil where pumping or baling out of water is required, including shoring strutting where required and dewatering.Hard Rock (20% of Rs. 930.00) |
| 28 | Labour charges for horizontal boring I 00 mm dia in open well in rocky strata with all types of rock cutting & drilling tools etc. including all T &P required for job including dewatering arrangement. |
| 29 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1: 3 (1-Cement:3-coarse sand) and making good the joints excluding cost of centering shuttering and reinforcement :1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size). |
| 30 | Add extra over item no. 8.7 for reinforced cement concrete work for construction of wall of open well in circular work |
| 31 | Add extra over item no. 8.7 for reinforced cement concrete work for construction of wall of open well for depth below 4.50 m from ground level S. No. From (m) To (m) Lift 1 04.50 09.00 3rd |
| 32 | 2 09.00 13.50 4th |
| 33 | 3 13.50 15.00 5th |
| 34 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, for:Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc.Walls (any thickness) including attached pilasters, buttresses, plinth and string course. |
| 35 | Add extra over item no. 8.10 for Centering and shuttering for construction of wall of open well in circular work |
| 36 | Add extra over item no. 8.7 for Centering and shuttering for construction of wall of open well for depth below 4.50 m from ground level S. No. From (m) To (m) Lift 1 04.50 09.00 3rd |
| 37 | 2 09.00 13.50 4th |
| 38 | 3 13.50 15.00 5th |
| 39 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level.Hot rolled deformed bars IS :1139 |
| 40 | Structural steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 Mtr. height in R.S. Joists flats, tees, angles and channels. |
| 41 | COMMISSIONING OF OW - Supply & Installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 7.5 KW (10 HP) & head up to 120 mtr. |
| 42 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\\" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.Above 10 HP and up to 15 HP |
| 43 | Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.16.0 Sq.mm, 4 core |
| 44 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 45 | Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. |
| 46 | Providing & Lowering in tubewell ISI marked GI Pipe “B\\" (medium) class as per IS:1239 part I 2004 or amended up to date, threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.50 mm dia |
| 47 | Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc.3 core 6.0 Sq.mm |
| 48 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.080 mm HW |
| 49 | Pipe Line -Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M.HDPE PE-80 PN-6110 mm dia |
| 50 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing pipe lines including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including takking out the excavated soil, and then rwturing the soil as deposited layer by ramming, Watering etc. anD disposal of surplus excated soil as directed with in lead of 50 Mtr. including required all safety Provisions etc : all kind of soil |
| 51 | Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 52 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete wo t‹ as per technical specification and scope of work.M20 grade Nominal Mix1: 1.5: 3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 rn nominal size). |
| 53 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirfing to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated Resilient Seated Sluice Valves of Class PN 1.6100 mm dia |
| 54 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) Please Enable Macros to View BoQ information |
