Uttar Pradesh Jal Nigam-UPJN has published Tender For Kailashpur G.P. Water Supply Scheme. Submission Date for this Tender is 19-06-2020. Water Supply Project Tenders in Shravasti Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Kailashpur G.P. W/s Scheme. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Build Phase (Pump House) | |||
| 2 | 1.01 | Excavation of earth in foundation in ordinary soil (loan, clay or sand) including lift up to 1.50m and leap up to 50.00 m refilling of excavated earth in to space between building and sides of foundation trench, watering, ramming and disposal of surplus earth up to 50 m from the center of the trench. | BI01010001010000000000000515BI0100000001 | 18.9 | Cum |
| 3 | 1.02 | Concrete with 40 mm gauge First class brick ballast, local sand and cement in proportion of 1:6:12 in foundation and floors including supply of all materials, labour, T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000002 | 6.7 | Cum |
| 4 | 1.03 | First class brick work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials, labour T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000003 | 14 | Cum |
| 5 | 1.04 | 25 mm thick damp proof coarse with cement ,stone grit 12mm and approved coarse sand 1:1.5:3 with and including water-proofing materials asordered by the Engineer-incharge in the proportion as specified by the manufactures, also included bitume painting (85/50 or 85/25), supply of all materials, labour T&Pand tools and plants etc required for proper completion of the work and including proper curing and shuttering as necessary. | BI01010001010000000000000515BI0100000004 | 6.45 | Sqm |
| 6 | 1.05 | First class brick work in 1:4 cement and local sand mortar in super structure including supply of all materials labour T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000005 | 18.62 | Cum |
| 7 | 1.06 | R.C.C. work with Cement approved Coarse sand and 20 mm Gauge approved stone ballast in the proportion 1:2:4 in lintels of doors, windows & sunshade excluding reinforcement and its bending but including its fixing and binding the same 24 B WG wire in position with supply all materials labour T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000006 | 0.81 | Cum |
| 8 | 1.07 | As in item no. 6 above but for slab | BI01010001010000000000000515BI0100000007 | 2.77 | Cum |
| 9 | 1.08 | Supply and fix angle iron door chaukhat of size 50mm x 50mm x 6 mm including supply of all materials labour T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000008 | 167.1 | Kg. |
| 10 | 1.09 | Mild steel or plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessary including building for proper completion of work and including supply of steel its wastage bend hooks and authorized over lapping shall be measured floor tow level | BI01010001010000000000000515BI0100000009 | 3.25 | Qtl |
| 11 | 1.1 | 25 mm thick (1:2:4) plain cement concrete floor with cement course sand and 20 mm gauge approved stone grit, laid in panels, finished with 3 mm floating coat of neat cement or cement and marble dust in ratio of 1:5 as specified over and including 75 mm thick base concrete consisting of cement, local sand and 40 mm gauge first class brick ballast in the proportion of 1:4:8 and removing any overlapping of mortar at the joints of panels if any and given them uniform finish including supply of all materials, labour T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000010 | 26.74 | Sqm |
| 12 | 1.11 | 40 mm thick cement concrete flooring 1:2:4 laid in one layer finished with a floating coat of neat cement without base concrete. | BI01010001010000000000000515BI0100000011 | 1.87 | Sqm |
| 13 | 1.12 | Supply and fixing of R.C.C. cover of size 0.80 x 0.80 Meter over pump house slab opening including supply of all material labour T&P etc complete. | BI01010001010000000000000515BI0100000012 | 0.072 | Cum |
| 14 | 1.13 | Supply of 40 mm thick sheesham wood door/window shutters with 9 mm thick Plywood or pressed Wood pannels and fixing Cleats,stops, hinges,locks,bolts,handlers ,spring and other fittings(Excluding suply of Fittings) | BI01010001010000000000000515BI0100000013 | 9.81 | Sqm |
| 15 | 1.14 | Supply of oxidized iron fittings of approved make for doors and window. | BI01010001010000000000000515BI0100000014 | 1 | LS |
| 16 | 1.15 | 12 mm thick plaster with cement and local sand mortar in proportion of 1:4 over brickwork, minimum thickness not be less than 10 mm including supply of all materials labour, T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000015 | 106 | Sqm |
| 17 | 1.16 | Same as above but for rough face | BI01010001010000000000000515BI0100000016 | 106 | Sqm |
| 18 | 1.17 | 11.5 cm string or drip-coarse in1:6 cement and local sand mortor | BI01010001010000000000000515BI0100000017 | 43.31 | R.M. |
| 19 | 1.18 | Painting or varnishing new iron work in small areas or new wood work with one priming coat and two coats of approved paints or varnish including supply of all materials labour, T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000018 | 26 | Sqm |
| 20 | 1.19 | White cement in three coats including supply of all materials labour, T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000019 | 110 | Sqm |
| 21 | 1.2 | Providing plaster of Paris wall putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete. | BI01010001010000000000000515BI0100000020 | 110 | Sqm |
| 22 | 1.21 | Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. | BI01010001010000000000000515BI0100000021 | 110 | Sqm |
| 23 | 1.22 | Supply and fixing of rolled steel joist including cost of all materials labour, T&P etc complete. | BI01010001010000000000000515BI0100000022 | 1.25 | Qtl |
| 24 | 1.23 | Provide and fixing of R.C.C. pre cast ventilators jali over opening including supply of all materials labour, T&P etc complete. | BI01010001010000000000000515BI0100000023 | 6 | Each |
| 25 | 1.24 | Supply and fixing of 110 mm dia PVC rain water down pipe with clamp etc. | BI01010001010000000000000515BI0100000024 | 14 | R.M. |
| 26 | 1.25 | Construction of Stilling chamber 1.50m x 1.50m x 1.00m V-notch for Bye pass arrangement of T.W. | BI01010001010000000000000515BI0100000025 | 14 | R.M. |
| 27 | 1.26 | Boundary Wall | BI01010001010000000000000515BI0100000026 | ||
| 28 | 1.27 | Excavation of earth in foundation in ordinary soil (loan, clay or sand) including lift up to 1.50m and leap up to 50.00 m refilling of excavated earth in to space between building and sides of foundation trench, watering, ramming and disposal of surplus earth up to 50 m from the center of the trench. | BI01010001010000000000000515BI0100000027 | 63.33 | Cum |
| 29 | 1.28 | Concrete with 40 mm gauge First class brick ballast, local sand and cement in proportion of 1:6:12 in foundation and floors including supply of all materials, labour, T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000028 | 10.56 | Cum |
| 30 | 1.29 | First class brickwork in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials, labour T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000029 | 47.19 | Cum |
| 31 | 1.3 | 25 mm thick damp proof coarse with cement ,stone grit 12mm and approved coarse sand 1:1.5:3 with and including water-proofing materials asordered by the Engineer-incharge in the proportion as specified by the manufactures, also included bitume painting (85/50 or 85/25), supply of all materials, labour T&Pand tools and plants etc required for proper completion of the work and including proper curing and shuttering as necessary. | BI01010001010000000000000515BI0100000030 | 35.7 | Sqm |
| 32 | 1.31 | First class brick work in 1:4 cement and local sand mortar in super structure and plinth including supply of all materials, labour T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000031 | 41.13 | Sqm |
| 33 | 1.32 | 12 mm thick plaster with cement and local sand mortar in proportion of 1:6 over brick work, minimum thickness not be less than 10 mm including supply of all materials labour, T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000032 | 252.98 | Sqm |
| 34 | 1.33 | Extra for plaster over rough face of one brick thick wall. | BI01010001010000000000000515BI0100000033 | 178.48 | Sqm |
| 35 | 1.34 | Struck pointing with cement mortar 1:4 consisting or cement and local sand on brick work including supply of all materials. labour, T&P etc, of the wrok. | BI01010001010000000000000515BI0100000034 | 178.48 | Sqm |
| 36 | 1.35 | White washing in three coat including supply of all materials, labour, T&P etc. complete required for proper completion of the work | BI01010001010000000000000515BI0100000035 | 431.46 | Sqm |
| 37 | 1.36 | Providing plaster of Paris wall putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete. | BI01010001010000000000000515BI0100000036 | 431.46 | Sqm |
| 38 | 1.37 | Finishing walls with oil based distemper paint of approved make and quality over one priming on new work with two coats to given an even shade including supply of all materials, labour T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000037 | 431.46 | Sqm |
| 39 | 1.38 | Supply all materials, labour, T&P etc. and construct gate pillars and fix 3.6 m wide gate and 1.2 m gate in position including its fabrication etc. as per deptt. type design for tubewell. | BI01010001010000000000000515BI0100000038 | 1 | No. |
| 40 | 1.39 | Provide all materials, labour, T&P etc. required for proper completion of work and construct Brick edge approach road. | BI01010001010000000000000515BI0100000039 | 147 | Cum |
| 41 | 1.4 | Provide all materials, labour, T&P etc. required for proper completion of work inlcuding levelling dressing excavation and filling of earth where necessary for develop of water works site including carriage of earth. | BI01010001010000000000000515BI0100000040 | 122.5 | No. |
| 42 | 1.41 | Staff Quarter | BI01010001010000000000000515BI0100000041 | ||
| 43 | 1.42 | Excavation in foundation in ordinary soil (loan, clay, and / or sand) including lift up to 1.5m and leap up to 50m refilling, watering, and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches,or into the plinth and disposal of surplus earth upto a distance of 50 m from the center of the foundation trenches. | BI01010001010000000000000515BI0100000042 | 57.1 | Cum |
| 44 | 1.43 | Concrete with 40 mm gauge brick ballast, local sand and cement in proportion of 1:6:12 in foundation including supply of all materials, labour, T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000043 | 17.33 | Cum |
| 45 | 1.44 | First class brick work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials, labour T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000044 | 42.46 | Cum |
| 46 | 1.45 | 25 mm thick damp proof coarse with cement and approved coarse sand 1:2 including 5% water proofing material or in the proportion as specified by the manufactures including supply of all materials, labour T&P etc complete required for proper completion of the work and including curing and shuttering. | BI01010001010000000000000515BI0100000045 | 17.89 | Sqm |
| 47 | 1.46 | Ist Class brick work in 1:4 cement and local sand mortar in superstructure including supply of all material, labour, T&P etc required for proper completion of the work. (Thickness of wall to one brick thick). | BI01010001010000000000000515BI0100000046 | 59.49 | Cum |
| 48 | 1.47 | Same as Above but half brick thick wall. | BI01010001010000000000000515BI0100000047 | 3.21 | Cum |
| 49 | 1.48 | R.C.C. With cement ,coarse sand and 20 mm stone ballast 1:1.5:3 in lintels of doors, windows excluding reinforcement and its bending but including its fixing and binding the same 24 B WG wire in position with supply all materials labour T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000048 | 2.91 | Cum |
| 50 | 1.49 | Same as in item No. 6 but in slabs | BI01010001010000000000000515BI0100000049 | 8.12 | Cum |
| 51 | 1.5 | Mild steel or iron work in plain work such as R.C.C. or R.B. work (when not included in overall rates) brought to required shape as necessary including bending for proper completion of the work including supply of steel ans wastage. | BI01010001010000000000000515BI0100000050 | 8.71 | Qtl |
| 52 | 1.51 | Sand filling in plinth in Staff Quarter including supply of necessary quantity of sand including watering, ramming etc. complete with all materials, labour, T&P etc. required for proper completion of the work. | BI01010001010000000000000515BI0100000051 | 31.92 | Cum |
| 53 | 1.52 | 25 mm thick (1:2:4) plain cement concrete floor with cement course sand and 20 mm gauge stone ballast, laid in panels, finished with 3 mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified, and removing any overlapping or mortar at the joints of panels if any and giving them uniform finish, including supply of all materials, labour, T&P etc. required for proper completion of the work. including 75 mm thick base concrete consisting of cement, local sand and first class brick ballast 40 mm gauge in proportion of 1:4:8 including supply of all materials, labour T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000052 | 63.58 | Sqm |
| 54 | 1.53 | 40 mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20mm gauge stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified.(without base concrete.) | BI01010001010000000000000515BI0100000053 | 1 | Sqm |
| 55 | 1.54 | First class brick on edge (B.O.E.) flooring laid & joints filled with sand and fludh pointing at the top surface in 1:2 proportion in cement and local sand mortar including preparation of base to proper slope and its ramming including supply of all materials, labour, T&P etc. required for proper completion of the work. | BI01010001010000000000000515BI0100000054 | 53.97 | Sqm |
| 56 | 1.55 | 12 mm thick plaster with cement and local sand mortar in proportion of 1:6 over brick work, minimum thickness not be less than 10 mm including supply of all materials labour, T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000055 | 186.3 | Sqm |
| 57 | 1.56 | 12 mm thick plaster in 1:4 with cement and local sand mortar over rough face of one brick work minimum thickness not to be less than 10 mm, including supply of all materials, labour, T. & P.etc. Required for proper completion of the work. | BI01010001010000000000000515BI0100000056 | 325.81 | Sqm |
| 58 | 1.57 | 20mmthick cement plaster in dado or skirting in (1:2) consisting of cement and coarse sand laid in panels finished with 3mm floating coat of neat cement or 1:5 cement and marble dust including supply of all materials labour T & P etc required for proper completion of the work. | BI01010001010000000000000515BI0100000057 | 37.16 | Sqm |
| 59 | 1.58 | 11.5 cm string or drip-coarse in1:6 cement and local sand mortor | BI01010001010000000000000515BI0100000058 | 43.31 | R.M. |
| 60 | 1.59 | Mild steel or iron work in Heavy sizes such Trusses, Build up gates, Door frames, Record racks, Roof work, Gates etc. wrought to required form inclduing drilling holes, reverted or Welding, where necessary, supply of steel bolts, Nuts etc. and their, fixing, supply of all materials, labour and T&P etc. required | BI01010001010000000000000515BI0100000059 | 4.76 | Qtl |
| 61 | 1.6 | Supply &fixing of angle iron of size 50*50*6mm door chaukhat including fixing of holdfast &125 mm size heavey duty hinges etc. complete. | BI01010001010000000000000515BI0100000060 | 2.7 | Qtl |
| 62 | 1.61 | Supply &fixing of angle iron of size 50*50*6mm window chaukhat with grill including fixing of holdfast & 100 mm size heavey duty hinges etc. complete. | BI01010001010000000000000515BI0100000061 | 4.7 | Qtl |
| 63 | 1.62 | Supply and fixing of 40 mm thick plywood door shutter including AL drop tower bolt,handle,silencer & stoper etc. complete.All the accessaries should be heavey duty & approved make & quality. | BI01010001010000000000000515BI0100000062 | 14.5 | Sqm |
| 64 | 1.63 | Supply and fix 40mm thick sheesham wood fully Panelled windows shutters including supply and fixing of wooden cleats and stops and fixing adjustments of hinges bolts locks handles spring and other fittings | BI01010001010000000000000515BI0100000063 | 20.79 | Sqm |
| 65 | 1.64 | Painting or Varnishing new iron work or new wood work in small/large areas with one coat priming and two coat of approved paint or Vamish inclduing supply of all materials, labour T&P etc. complete required for proper completion of the work | BI01010001010000000000000515BI0100000064 | 84.8 | Sqm |
| 66 | 1.65 | Provision for internal electrification including supply of all materials, labour, T&P etc. complete. | BI01010001010000000000000515BI0100000065 | 1 | No. |
| 67 | 1.66 | White washing in three coat including supply of all materials, labour, T&P etc. complete required for proper completion of the work | BI01010001010000000000000515BI0100000066 | 595 | Sqm |
| 68 | 1.67 | Providing plaster of Paris wall putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete. | BI01010001010000000000000515BI0100000067 | 595 | Sqm |
| 69 | 1.68 | Finishing walls with oil based distemper paint of approved make and quality over one priming on new work with two coats to given an even shade including supply of all materials, labour T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100000068 | 595 | Sqm |
| 70 | 1.69 | Supply and fixing of 110 mm dia PVC rain water down pipe with clamp etc. | BI01010001010000000000000515BI0100000069 | 30 | R.M. |
| 71 | 1.7 | Provide all material, labour, T&P etc. and construct 100 mm dia semi circular C.C. drain inclduing rendering the surface smooth with neat cement | BI01010001010000000000000515BI0100000070 | 52 | R.M. |
| 72 | 1.71 | Supply and fix in position 200 liter capacity PVC (Sintex or other approved make) storage thank. | BI01010001010000000000000515BI0100000071 | 2 | No. |
| 73 | 1.72 | Supply of all material, labour, T&P etc. fixing of float valve. Complete in all respect. | BI01010001010000000000000515BI0100000072 | 2 | No. |
| 74 | 1.73 | Supply and fix indian type latrine seat with U-Trap including supply of all materials, labour, T&P etc. required for proper completion of the work. | BI01010001010000000000000515BI0100000073 | 2 | No. |
| 75 | 1.74 | Supply of all material, labour, T&P etc. and construct inspection chamber with cover. as per type design. | BI01010001010000000000000515BI0100000074 | 1 | No. |
| 76 | 1.75 | Supplying, carting, laying, jointing, fixing and testing of (1/2 -1 inch) CPVC Screwed pipe with specials and fittings inclduing cutting holes in masonry and making good the walls, fixing clamps wherever necessary etc. complete including cost of white lead, hemps, oil, etc. complete. | BI01010001010000000000000515BI0100000075 | 50 | M |
| 77 | 1.76 | Construction of septic tank and soak pit including supply of all materials, labour, T&P etc. required for proper completion of the work. | BI01010001010000000000000515BI0100000076 | 1 | No. |
| 78 | 1.77 | Design of O.H.T. from reputed university in R.C.C. grade not less than M-25, Supply all materials, labours and t&p etc. required at the site of work and construct R.C.C. over head tank of 200 kl capacity and 16m. staging including the cost of construction of following appurtenant works. 1m wide R.C.C. balcony alround the tank, 1m wide R.C.C. stair case from ground upto the balcony of the tank, Lightening conductor as per Indian electricity rules. Water level indicator as per deptt. specification, 20mm. G.I. pipe (light quality) railing with 50 x 50 x 6 mm. 1.2 m. high angle iron posts1.5 m. c/c on both sides of the stair case (pipe in 3 rows), balcony and on top dome (pipe in 3 rows), 50cm. wide M.S. ladder with 50x50x6 angle iron and 20 mm. rungs at 25 cm. c/c/, from balcony to the top dome of the tank and from there to the bottom dome of the tank inside it. 60x60 cm. M.S. manhole cover (light pattern)with locking device. Supply, erection, fixing in position and jointing of following D.I.D/F pipes with sluice valves and specials ISI marked D.I.D/F pipes, confirming to IS-8329/2000 or its latest ammendments. Inlet - 150 mm - 23m, Outlet - 150 mm - 20m, Over flow - 150 mm - 24m, Washout - 100 mm - 19m, ISI marked C.I.D/F sluice valves as per IS- 780/1969 Outlet - 150 mm - 1 No., Washout -100 mm - 1 No ISI marked D.I.D/F specials as per IS 1538 Clamping the vertical pipes with columns by clamps of 50 x 6mm. M.S. flat 1.5m c/c/ including the cost of all jointing materials such as nut bolts and washers etc.Snowcem painting on outer surfaces of R.C.C. work with ISI marked cement paint in 3 coats.Painting of M.S. ladder, railing and vertical pipes with ISI marked enamel paint in 3 coats.Floor and apron at the ground level upto 15cm. beyond the entire projected area of the O.H.T. with 25mm. 1:2:4 P.C.C. over 75 mm., P.C.C. 1:4:8 as per deptt. specifications. Sluice valve chambers - 3 Nos. writing details of Schemes on cylendical wall and fixing of gate in staircase. (As per type design) Testing of tank for water tightness etc. for propoer completion of the work. (assuming bearing capacity of soil as 8.00 ton/m²) | BI01010001010000000000000515BI0100000077 | 1 | No. |
| 79 | 1.78 | soil investigation | BI01010001010000000000000515BI0100000078 | 1 | Job |
| 80 | 1.79 | Per Mt. increase of staging | BI01010001010000000000000515BI0100000079 | 1 | M |
| 81 | 1.8 | Per Mt. decrease of staging | BI01010001010000000000000515BI0100000080 | 1 | M |
| 82 | 1.81 | increase in bearing capacity | BI01010001010000000000000515BI0100000081 | 1 | Ton/m² |
| 83 | 1.82 | decrease in bearing capacity | BI01010001010000000000000515BI0100000082 | 1 | Ton/m² |
| 84 | 1.83 | Supply of ISI Marked 150mm dia D.I. class K-7 pipes conforming to IS-8329/2000 or its latest amendments with ISI marked rubber gasket. including at F.O.R. destination inclusive of all taxes & duties, third party inspection charges, transit insurance, freight, loding, unloding and stacking etc. complete. | BI01010001010000000000000515BI0100000083 | 40 | m |
| 85 | 1.84 | ISI marked D.I.D.F. specials @ 10% of Item 1 | BI01010001010000000000000515BI0100000084 | 1 | Job |
| 86 | 1.85 | Supply of 150mm ISI marked C.I.D.F. sluice valve, class "1" conforming to IS-780/1969 or its latest amendments. | BI01010001010000000000000515BI0100000085 | 1 | m |
| 87 | 1.86 | Excavation for pipe line in ordinary soil (loam, clay, sand) and soil mixed with kankar, shingle, moorum etc. requiring the use of special T&P such as pick-axes, sabblas with lift up to 1.5m and lead up to 50m and including filling back, watering and raming of excavated earth into the trenches and disposal of surplus earth within 50 metres. | BI01010001010000000000000515BI0100000086 | 35.44 | m |
| 88 | 1.87 | Cartage of following pipes and special from local store to site for work [within 8 km], lowering them into the trenches and laying true to alignment and gradient, jounting of pipes, cutting of pipes for making the required length including testing of pipe line complete. 150mm D.I. class K-7 pipes with rubber gasket | BI01010001010000000000000515BI0100000087 | 40 | m |
| 89 | 1.88 | Cartage of following valves from local store to site of work [within 8 km], fixing in position in the pipe line and jointing including the cost of all jointing materials, testing etc. for proper completion of the work. 150mm dia C.I. D/F Sluice Valve | BI01010001010000000000000515BI0100000088 | 1 | m |
| 90 | 1.89 | Supply all materials, labour, T&P etc. and construct the following chambers as per type design. For sluice valves | BI01010001010000000000000515BI0100000089 | 1 | m |
| 91 | 1.9 | THRUST BLOCK - R.C.C. with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1.5:3 for thrust block of pipe line excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick binding wire in position and necessary centering and shuttering including cutting and supply of all materials, labour, T&P etc. Required for proper completion of the work.(excluding cost of steel required) | BI01010001010000000000000515BI0100000090 | 2.41 | Cum |
| 92 | 1.91 | Mild steel or iton work in R.C.C. wrought to required shape as necessary bending for proper completion of the work including supply of steel & wastage etc. | BI01010001010000000000000515BI0100000091 | 73.44 | Kg. |
| 93 | 1.92 | Supply of following materials including at F.O.R. destination inclusive of all taxes & duties, third party inspection charges, transit insurance, freight, loding, unloding and stacking etc complete. | BI01010001010000000000000515BI0100000092 | ||
| 94 | 1.93 | ISI Marked HDPE Pipes 6Kgf/sqcm conforming to IS-4984/1995 or its latest amendments. | BI01010001010000000000000515BI0100000093 | ||
| 95 | 1.94 | 63mm | BI01010001010000000000000515BI0100000094 | 10556 | m |
| 96 | 1.95 | 75mm | BI01010001010000000000000515BI0100000095 | 186 | m |
| 97 | 1.96 | 90mm | BI01010001010000000000000515BI0100000096 | 916 | m |
| 98 | 1.97 | 110mm | BI01010001010000000000000515BI0100000097 | 731 | m |
| 99 | 1.98 | 140mm | BI01010001010000000000000515BI0100000098 | 812 | m |
| 100 | 1.99 | 160mm | BI01010001010000000000000515BI0100000099 | 651 | m |
| 101 | 2 | ISI marked C.I.D.F. sluice valve, class "1" conforming to IS-780/1969 or its latest amendments. 50mm | BI01010001010000000000000515BI0100000100 | 10 | No. |
| 102 | 2.01 | 65mm | BI01010001010000000000000515BI0100000101 | 1 | No. |
| 103 | 2.02 | 80mm | BI01010001010000000000000515BI0100000102 | 1 | No. |
| 104 | 2.03 | 100mm | BI01010001010000000000000515BI0100000103 | 1 | No. |
| 105 | 2.04 | 125mm | BI01010001010000000000000515BI0100000104 | 2 | No. |
| 106 | 2.05 | ISI marked C.I.D.F. scour(sluice) valve, class "1" conforming to IS-780/1969 or its latest amendments. 50 mm | BI01010001010000000000000515BI0100000105 | 3 | No. |
| 107 | 2.06 | Single orifice type air valves 20mm | BI01010001010000000000000515BI0100000106 | 2 | No. |
| 108 | 2.07 | Fire hydrants 80 mm | BI01010001010000000000000515BI0100000107 | 1 | No. |
| 109 | 2.08 | I.S.I. Mark HDPE Specials. | BI01010001010000000000000515BI0100000108 | 1 | Job |
| 110 | 2.09 | Excavation for pipe line in ordinary soil (loam, clay, sand) and soil mixed with kankar, shingle, moorum etc. requiring the use of special T&P such as pick-axes, sabblas with lift up to 1.5m and lead up to 50m and including filling back, watering and ramming of excavated earth into the trenches and disposal of surplus earth within 50 metres. | BI01010001010000000000000515BI0100000109 | 9952.72 | Cum |
| 111 | 2.1 | Cartage of following pipes and special from local store to site of work , lowering them into the trenches and laying true to alignment and gradient, jounting of pipes, cutting of pipes for making the required length including testing of pipe HDPE PE-100 6 kg/cm2 . - 63mm dia | BI01010001010000000000000515BI0100000110 | 10556 | m |
| 112 | 2.11 | 75mm | BI01010001010000000000000515BI0100000111 | 186 | m |
| 113 | 2.12 | 90mm | BI01010001010000000000000515BI0100000112 | 916 | m |
| 114 | 2.13 | 110mm | BI01010001010000000000000515BI0100000113 | 731 | m |
| 115 | 2.14 | 140mm | BI01010001010000000000000515BI0100000114 | 812 | m |
| 116 | 2.15 | 160mm | BI01010001010000000000000515BI0100000115 | 651 | m |
| 117 | 2.16 | ISI marked C.I.D.F. sluice valve, class "1" conforming to IS-780/1969 or its latest amendments. 50mm | BI01010001010000000000000515BI0100000116 | 10 | No. |
| 118 | 2.17 | 65mm | BI01010001010000000000000515BI0100000117 | 1 | No. |
| 119 | 2.18 | 80mm | BI01010001010000000000000515BI0100000118 | 1 | No. |
| 120 | 2.19 | 100mm | BI01010001010000000000000515BI0100000119 | 1 | No. |
| 121 | 2.2 | 125mm | BI01010001010000000000000515BI0100000120 | 2 | No. |
| 122 | 2.21 | C.I.D.F. scour(sluice) valves 80mm | BI01010001010000000000000515BI0100000121 | 3 | No. |
| 123 | 2.22 | Single orifice type air valves 20mm | BI01010001010000000000000515BI0100000122 | 2 | No. |
| 124 | 2.23 | Fire hydrants 80 mm | BI01010001010000000000000515BI0100000123 | 1 | No. |
| 125 | 2.24 | Supply all materials, labour, T&P etc. and construct the following chambers as per type design For sluice valves (Surface Box type) | BI01010001010000000000000515BI0100000124 | 15 | No. |
| 126 | 2.25 | For scour valves | BI01010001010000000000000515BI0100000125 | 3 | No. |
| 127 | 2.26 | For air valves | BI01010001010000000000000515BI0100000126 | 2 | No. |
| 128 | 2.27 | For fire hydrants | BI01010001010000000000000515BI0100000127 | 1 | No. |
| 129 | 2.28 | Dismantling of following type of surfaces including sorting out and sytacking off serviceable material and disposal of unserviceable material up to a distance of 50 m. B.O.E. Road | BI01010001010000000000000515BI0100000128 | 2409.37 | Sqm |
| 130 | 2.29 | Painted Road | BI01010001010000000000000515BI0100000129 | 1140.63 | Sqm |
| 131 | 2.3 | C.C. Road | BI01010001010000000000000515BI0100000130 | 113.98 | Sqm |
| 132 | 2.31 | Interlocking Road | BI01010001010000000000000515BI0100000131 | 1057.74 | Sqm |
| 133 | 2.32 | Reinstatement of following type of surfaces including sorting out and sytacking off serviceable material and disposal of unserviceable material up to a distance of 50 m. B.O.E. Road | BI01010001010000000000000515BI0100000132 | 2409.37 | Sqm |
| 134 | 2.33 | Painted Road | BI01010001010000000000000515BI0100000133 | 1140.63 | Sqm |
| 135 | 2.34 | C.C. Road | BI01010001010000000000000515BI0100000134 | 113.98 | Sqm |
| 136 | 2.35 | Interlocking Road | BI01010001010000000000000515BI0100000135 | 1057.74 | Sqm |
| 137 | 2.36 | Provision for crossings of Culverts including shifiting of telephone cable etc. complete. | BI01010001010000000000000515BI0100000136 | 8 | No. |
| 138 | 2.37 | Provision for crossings of road including supply of all labour, materials, T&P etc. complete in all respect. | BI01010001010000000000000515BI0100000137 | 10 | No. |
| 139 | 2.38 | Construction of Public Stand Post as per departmental type design. | BI01010001010000000000000515BI0100000138 | 7 | No. |
| 140 | 2.39 | Provision of House Connection including all labour & material, T&P etc. complete. | BI01010001010000000000000515BI0100000139 | 561 | No. |
| 141 | 3 | E&M WORK | BI01010001010000000000000515BI0100000140 | ||
| 142 | 3.1 | Construction of 1 No. 165/150 in deep Tube wells for 800 LPM discharge with 300 x 150 mm size Tube well assembly including supplying, fixing & lowering of housing pipe, riser pipe, as per ISS: 4270 including M.S. sockets duly welded with M.S. ferro speed electrodes to have extra strength. Tube well Assembly containing of MSERW housing pipe, Plain/Slotted pipe, M.S. reducer, M.S. bail plug. M.S. Clamp, well cap, M.S. rings, etc. of desired size for Potable Drinking water confirming and completion of work as per instructions of Engineer in-Charge work specification conferming to ISS: 2800(Part 1 & 2)-1979. Bore logging will be done by electric logger before lowering of T.W. assembly. | BI01010001010000000000000515BI0100000141 | ||
| 143 | 3.2 | Transportation, errection and dismantaling of Rig Machine and camp equipages. | BI01010001010000000000000515BI0100000142 | 1 | Job |
| 144 | 3.3 | Drilling of bore by 675mm from GL to 50 M | BI01010001010000000000000515BI0100000143 | 50 | meter |
| 145 | 3.4 | Drilling of bore by 500mm from 50 to 165 M | BI01010001010000000000000515BI0100000144 | 115 | meter |
| 146 | 3.5 | Logging of Bore hole and Testing | BI01010001010000000000000515BI0100000145 | 1 | Job |
| 147 | 3.6 | Supply & lowering of 300mm MSERW 7.1 mm thick housing pipe including accessories, welded by ferrospeed rod - from GL to 45 m BGL | BI01010001010000000000000515BI0100000146 | 45 | meter |
| 148 | 3.7 | Providing Private vehicle for watch and ward during work period. | BI01010001010000000000000515BI0100000147 | 1 | Job |
| 149 | 3.8 | Supply & lowering of 150mm MSERW 7.1 mm thick Slotted pipe/Plain Pipe including accessories, welded by ferrospeed rod - from 45 m BGL to 150 m BGL | BI01010001010000000000000515BI0100000148 | 105 | Meter |
| 150 | 3.9 | Supply & Shrouding of Lal kuwan Pea Gravel of 1.6-4.8 mm size.(as per IS:4097-1988) or as per requirement. | BI01010001010000000000000515BI0100000149 | 54 | CuM. |
| 151 | 4 | Transportation, erection and dismantaling of 250 PSI air compressor and its camp equipages. | BI01010001010000000000000515BI0100000150 | 1 | Job |
| 152 | 4.1 | Development of Tubewell by 250 PSI AIR COMPRESSOR for 50 hrs/as per required site condition. | BI01010001010000000000000515BI0100000151 | 50 | Hour |
| 153 | 4.2 | Transportation, erection and dismantaling of O.P. Unit and its camp equipages. | BI01010001010000000000000515BI0100000152 | 1 | Job |
| 154 | 4.3 | Development of Tubewell by O.P. Unit for 100hrs/as per required site condition. | BI01010001010000000000000515BI0100000153 | 100 | Hour |
| 155 | 4.4 | Chemical Test of Water sample | BI01010001010000000000000515BI0100000154 | 1 | Job |
| 156 | 4.5 | Clear water submersible pumpng plant 800 lpm, 41 meter head Chlorinating plant and automatic servo voltage stabilizer. | BI01010001010000000000000515BI0100000155 | ||
| 157 | 4.6 | 800 lpm, 41 meter head 2900 r.p.m 12.5 H.P. sub clear water pumping plant and suitable out put volt on 400 ± 10% Volts 50 HZ. 3 phase A.C. Supply As per 1.5 8034-1989 | BI01010001010000000000000515BI0100000156 | 1 | Set |
| 158 | 4.7 | Automatic Star Delta Starter 12.5 HP | BI01010001010000000000000515BI0100000157 | 1 | Set |
| 159 | 4.8 | Main Piping and valves 100 mm dia | BI01010001010000000000000515BI0100000158 | 1 | Set |
| 160 | 4.9 | Guages & Fittings | BI01010001010000000000000515BI0100000159 | 1 | Set |
| 161 | 5 | Lifting Tackle 1 Tones Capacity 4.5 M. lift, spur geared chain pulley block (Tested on 1.5 Tones) | BI01010001010000000000000515BI0100000160 | 1 | Set |
| 162 | 5.1 | Special Tools, Spanners and electric resistance ruber sheet. | BI01010001010000000000000515BI0100000161 | 1 | Set |
| 163 | 5.2 | Installation of Pumping Plant including earthing. | BI01010001010000000000000515BI0100000162 | 1 | Set |
| 164 | 5.3 | Painting of pumping plant with approved anti-corrosive Black Paint | BI01010001010000000000000515BI0100000163 | 1 | Job |
| 165 | 5.4 | Commissioning and Testing of Pumping Plant | BI01010001010000000000000515BI0100000164 | 1 | Job |
| 166 | 5.5 | 6.5 point wiring of Pump house for light & Fan with 2.00 sq.mm PVC insulated multi strand copper conductor cable in heavy gauge rigid PVC conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and celling rose/angle/baton holder on 3mm thickphenolic laminated back light sheet etc complete in all respect as per I.E. rule including luminaries with IS amp. switch fuse unit as per instruction of Engineer-in-charge. | BI01010001010000000000000515BI0100000165 | 1 | Job |
| 167 | 5.6 | Water works compound with solar panel and LED Light with all accessories. | BI01010001010000000000000515BI0100000166 | 1 | Job |
| 168 | 5.7 | Supply of Electro mechanical type chlorinating plant with 0 to 6 LPH capacity pump set Suitable for 500 L.P.M. to 2000 L.P.M. discharge pumping Plant, on 10 Kg./Cm2 working pressure to feed sodiumhypochlorite solution complete set, inlet & outlet connection with 100 litre capacity solution tank suitable for discharge of pumping plant. | BI01010001010000000000000515BI0100000167 | 1 | No. |
| 169 | 5.8 | Fully automatic Servo Voltage Stablizer having capacity 20 KVA fully copper winding three phase A.C. supply 50 HZ input voltage 90-500 output voltage 400 Volt ± 1% with transformar oil, casting wire & power cable and earthing its complete in all respect. | BI01010001010000000000000515BI0100000168 | 1 | No. |
| 170 | 5.9 | Trial & Run of above aquipment for 3 months | BI01010001010000000000000515BI0100000169 | 1 | Job |
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