UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date18 Dec 2024
Closing Soon26 Dec 2024
Tender AmountRefer Documents
Costs
EMD
₹ 93,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Construction Of 02 Nos. Rebore Tubewells By D.c./r.c. Rig Machine And Its Other Associated Works Complete In Saharanpur City Under Deposit Work (15th F.c.)at Ward No.- 40 Nagar Nigam Campus And Ward No.-40 Near Gandhi Park Bus Stand
Description
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Contact
Tender Id
2024_UPJNM_984644_1Tender No
1399NIVIDA46Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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BOQ Items
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Supply of Tubewell Assembly- M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect.(Note- Axial Length of Reducer without Ring shall be measured with casing pipe) 300 mm dia M.S. Pipe
108
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200 mm dia M.S. Plain/slotted
182
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PEA-GRAVEL (As per IS:4097)- 1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at site for Tubewell
110
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Drilling of bore by rig machine As Per IS :2800(Part I & II):- Drilling of bore by 600 mm dia bit GL to 60 mt. BGL.
120
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Drilling of bore by 500 mm dia bit from 60 mt GL to 100 mt. BGL.
80
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Drilling of bore by 500 mm dia bit 100 m BGL to 160 m. BGL.
120
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Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding: - Lowering of 300 mm dia M.S. Housing pipe from GL to 54 m.BGL
108
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Lowering of 200 mm dia M.S. Plain/slotted pipe 54 m. BGL to 100 m. BGL
92
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Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 145 m. BGL
90
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Development and testing of tube well by Air Compressor.
100
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Development and testing of tube Well O.P.Unit to yield sand free Discharge.
200
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Chemical and Bacteriological test (Analysis of water sample)
2
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Logging of borehole by departmental/approved electric logger
2
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Arrangement of water and digging of pit for water storage
2
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Barricading of site at the time of Tubewell Construction.
2
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Complete cabling of tubewell including power and control cabling complete in all respect
2
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Carting of old pumpset from Nagar Nigam store with piping and valve or Dismantling of old pumpset from defunc tubewell with piping & valve and lowering in newly constructed rebore tubewell including testing & commissiong complete.
2
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Misc. Items such as Prtection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc.
2
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Painting of pumping plants and other equipments
2
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One month watch and ward during installation period
2
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Three months trial and run of tubewell
6
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Rising Main work- Supply of following pipes including railway freight, insurance charges and cartage charges F.O.R. etc. complete 200 mm dia D.I.Pipe 7.0mm thickness
100
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Supply of D.I. specials for the above pipe lines
2
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Supply of following size of C.I. D/F sluice valves as per I.S. 780-1960 tested to 10 Kg/Sq.m fixing in pipe line trenches, jointing and testing complete 200 mm dia size
2
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Earth work in ordinary soil loam, clay or sand with lift upto 1.50 m and lead upto 50m filling, watering and ramming of excavated earth into the trenches and disposal of surplus earth upto 50 m
77
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Carting, laying and jointing of the following sizes of pipes into the trenches including cost of all jointing materials, labour and T&P testing etc. complete 200 mm dia
100
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THRUST BLOCK-RCC with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3 in thrust blocks of pipe line excluding supply of reinforcement & its bending but including its fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T&P etc. required for proper completion of the work.
4.22
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THRUST BLOCK- Mild steel or iron work in RCC wrought to required shape as necessary including bending for proper completion of the work including supply of steel & wastage etc.
5
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Site clearance and other unforeseen items.
2
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Connection work for tubewell- CI D/F Bend (90°) 150 mm dia
2
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CI D/F Pipe piece 150 mm dia
2
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CI Bend (90°) 200 mm dia
2
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CI D/F Reducer 200 mm dia to 150 mm dia
2
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CI D/F Tail piece 200 mm dia
2
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Packing sheet
10
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Nut bolt
20
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Cartage of Materials to site.
2
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Labour charges for Connection.
2
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Pea Gravel Connecting Chamber and Coloumn for Girder- Excavation in foundation in ordinary soil (loam, clay and sand) including lift up to 1.5 m & lead up to 50 m refilling, watering and ramming of excavated earth into trenches or into the space between the building and sides of foundation trenches or into to plinth and disposal of surplus earth up to a distance of 50 m from the center of foundation trenches.
22.86
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Concrete with 4 cm guage brick ballast, LOCAL SAND & cement in proportion of 12:6:1 in foundation, including supply of all materials, labor, t & P etc. required for proper completion of the work.
4.48
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Ist Class brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc required for proper completion of work.
23.32
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Ist Class brick work in 1:4 cement and coarse sand mortar in super structure including supply of all materials, labour, T&P etc required for proper completion of work.
2.2
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Providing 25mm thick PCC apron of 1:2:4 with 12-20 mm stone grit over 75mm thick base concrete in 1:4:8 cement, local sand and 40mm gauge over burnt brick ballast with finishing coat including fixing of glass strips at desired intervals and BOE at ends supply of all materials, labour, T&P etc. required for proper completion for the work
16
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Cement concrete with cement, coarse sand and 20mm gauge approved stone ballast in proper ratio of 1:2:4 with centering, curing supply of all materials, labour, T&P etc. required for proper completion of the work in following.
1.9
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Supply& Fixing of MS guarder 150 mm X150mmX6mm including all material, labour, T&P etc. complete.
2.22
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12mm thick plaster with cement local snad mortar in 1:3 (over brick work with 3 mm floating coat of neat cement including supply of all materials, labour, T&P etc required for proper completion of work. From GL utpo super structure.
98.98
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White washing in three coat including supply of all materials, labour, T&P etc required proper completion of work.
52.08
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Earth work in filling in plinth including supply of excavated earth from distance of 8 Km.
4.8
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Site clearance and other unforeseen items.
2
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