UP Jal Nigam Tender
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The UPJN has issued a formal invitation for competitive bids for the UP Jal Nigam project, for Birmapatti Gram Panchayat Water Supply Scheme in Deoria, Uttar Pradesh, with an estimated contract value of Rs. 1,85,00,000. The bid opening date for this tender is 03-07-2020 and the last date for bid submission is 14-07-2020. Interested bidders for UP Jal Nigam tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
UP Jal Nigam - UPJN Tender
Construction Material
Eprocure
Opening Date3 Jul 2020
Closing Date14 Jul 2020
Tender Amount₹ 1,85,00,000
Costs
EMD
₹ 1,85,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Birmapatti Gram Panchayat Water Supply Scheme
Description
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Contact
Tender Id
2020_UPJNM_489509_1Bid Award Id
ViewTender No
424/V-15/101 DATED 23.06.2020Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
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Documents
BOQ Items
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Construction & Development of 300x150 mm dia 132m/120m deep Tubewell (132 m Drilling depth and 120 m lowering depth) capable of provding 1050 LPM sand free discharge,including Supply of Material as per detail of tender document
1
-
1343200
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ii. BEAM/LINTAL
1.33
-
12149.39
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Three Month Trail run & Handing Over to Gram Panchayat
1
-
58176
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E/M WORKS
-
-
-
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Pump House, S.Q., B.W.
-
-
-
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i. 50 mm dia
1
-
2546.87
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ii. Bituminous surface
553
-
1420
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40 mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20mm 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.(without base concrete.)
3.96
-
436.98
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i. 160 MM
231
-
566.27
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25mm thick 1:2:4 plain cement concrete floor and appron 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 over and including 75mm thick base concrete consisting of cement local sand and 1st class brick ballast 40mm gauge in the proportion of 1:4:8 and removing any overlapping or mortar at the joints of panels if any and giving them uniform finish including supply of all materials labour and T and P etc. required for proper completion of the work.
93.35
-
615.11
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Provide all materials , labour, T&P etc.required for proper completion of works including leveling dressing exvavation and filling of earth where necessary for development of water works site including carriage of earth from distance of about 8 km.
735
-
454.64
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Providing and fix ventilators (as square bar grill) over opening including supply of all materials, labour, T&P etc. required for proper completion of work.as per direction of Engineer-in -charge.
21
-
89.83
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iii. B.O.E. Surface
1658
-
270
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6 Point light Wiring of Pump House with 1 sq mm PVC insulated multi strand copper conductor cable as per tender specification
1
-
18180
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SITC of1050 LPM 46 M head 20 H.P submersible clear water Pump set ( As per IS 8034:1989) including Swith Gear(Cubical Panel having voltmeter,ammeter, energy meter SPP,Power capacitor, phase indicator,HRC fusec,Star Delta starter ,water level controller etc.), Water level controller,GSM controller , Level Controller ,Electro-Magnetic flow meter 100 mm dia, Main piping Valve of 100 mm dia,Gauges, Tools and Spanners, lifting Tackles Rubber sheet, Electro Machanical type Chlorinating Plant etc. as per deatail of tender document.
1
-
512600
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I class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials labour, T& p etc. required for proper completion of the work. ( for chamber into PH )
0.24
-
5717.91
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20 mm thick damp proof course with cement and approved course sand in 1:2 including 5% water proofing materials of in the proportion as specified for proper complition of the work and including curing and shuttering as necessary.
46.07
-
265.75
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Anti termit treatment
49.46
-
295.75
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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.
46.91
-
485.23
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i. for fixing of r.s. joist/hold fast etc.
0.53
-
8248.04
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iv. Interlocking Surface
811
-
900
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12 mm thick plaster in 1:6 with cement and coarse sand mortar over 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.
553.81
-
182.26
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Fixed in position item no. 20 excluding cost of joists but including all labour in handling and hoisting etc. complete.Size 225*100mm & Length - 2.90m.
1
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1014
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Making 11.5 cm string or drip-coarse in1:6 cement and local sand mortor including supply of all materials labour, T & P etc. required for proper completion of the work.
40.96
-
342.07
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Excavation for pipe line trenches including lift upto 1.50m and lead upto 50 m and refilling, watering, ramming of excavated earth in to trenches as per direction of engineer-in charge.
10483.24
-
203.1
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b) Scour valve
-
-
-
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Supply &fixing of angle iron of size 40*40*5mm window/ventilator chaukhat with grill including fixing of holdfast & 100 mm size heavey duty hinges etc. complete. size 0.9*1.50,1.20 * 1.50,1.20 * 1.10 or as per direction of engineer-in-charge.
415
-
98.81
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i. 150MM
40
-
1443.69
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ii. 125 mm dia
1
-
7874.93
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i. 50 mm dia
1
-
5494.37
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iii. Fire Hydrant
1
-
15600
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Finishing wall with Asian Apex Ultima paint over one priming coat on new work with two coats, to give an even shade. Including prepration of surface &supply of all matrials labour T&P etc. required for proper completion of the work.
1002.54
-
163.93
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iii. 50 mm dia
5
-
5494.37
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ii. 140 MM
853
-
439.97
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Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of175KL Capacity /16 M staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-25 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456. Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M25 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case,bolcony and top dome, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia,
1
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2704000
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Supply &Fixing of oxidized iron fitting for door& window.
26.61
-
169
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b) HDPE pipe, 6Kg/cm2
-
-
-
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SITC of Solar Pannel with LED Light in water work Campus with all accessories and complete fitting as per tender specification
1
-
27270
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Supply and fixing of M.S. door shutter Excluding AL drop tower bolt,handle,silencer & stoper etc. complete.All the accessaries should be heavey duty & approved make & quality.
346
-
89.83
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As in item 3a above but in 1:4 superstructure including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1/2 brick wall.(Above verandha slab)
28.63
-
6759.25
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Construct of rubber molded Cement Interlocking brick road icluding all materials , labour, T&P etc.complete required for proper completion of work.
126
-
1254.2
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Provision for crossing of nalas, road, culvert and embankments (bundhs) etc. including shifting of telephone cables etc.along the alignement of pipe line including supply of following pipes & specials and their laying & jointing, testing etc.complete as per direction of ingineer-in-charge.
-
-
-
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Earth filling in plinth including supply of necessary quantity of sand from A distance not exceeding 10 km. from the site of work and including watering, dressing, etc. Rate to include the cost of all materials, labour, T and P etc required for proper completion of the work.
82.37
-
454.64
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Concrete with 40 mm gauge stone ballast, local sand and cement in proportion(8:4:1) in foundations and floors including supply off all materials, labour T and P etc. required for proper completion of the work.
19.21
-
7018.94
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iii. 110 MM
1033
-
278.94
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i. C.C.Road
135
-
1530
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Supply and fixing in position including supply of jointing materials such as nuts-boalt, rubber insertion white lead,valves and specials required etc. complete of the following size of C.I.D./F. Sluice valves, scour valves,20mm dia scewed down type air valve and fire hydrant containing 80mm dia sluice valve and its accesories as per latest I.S. specification including F.O.R. destination, all taxes and insurance etc. complete for proper completion of work.
-
-
-
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Supply of all materials, labour, T&P etc.complete for construction of following chamber as per department type design.
-
-
-
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Supply and fix 100 mm dia. PVC down pipe complete with rose heads bands with eye hole and groutings etc fixed to walls with suitable clamps .
16.8
-
126.75
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Dismanting of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50 m.
-
-
-
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d) fire hydrant
1
-
17346.87
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Mild steel or iron work in R.C.C. wrought to required shape as necessary including bending for proper completion of the work including supply of steel & wastage etc.
88.28
-
66.57
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Reinstatement of above dismentalled road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work.
-
-
-
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v. 63 MM
11960
-
104.84
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c) air valve
-
-
-
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ii. Nala Crossing/culvert crossing below 80mm dia pipe with G.I. medium class
52
-
2000
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ii. Bituminous surface
553
-
80.28
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i. 150 mm dia
3
-
9293.1
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Internal and external sanitation work as well as plumbing works (W/C sheet including cistern,kitchen sink, PVC water tank with float valve,water tap,nahani trap,ready made septic tank, soakpit etc.) in to building as per direction of engineer-in-charge,including supply of all materials labour, T & P etc. required for proper completion of the work.
1
-
55770
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Distribution System, Rising Main & OHT
-
-
-
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Painting or varnishing new iron work in small areas or new wood work with one coat priming and two coat of approved paint or varnish including supply of all materials, Labour and T & P etc required for proper completion of the work.
96.42
-
217.2
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a) D.I.-K-7
-
-
-
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Provide all materials, labour,T&P etc.complete for construction of single tap pillar type stand post as per department type design.
5
-
5948.8
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Supply of Rolled steel joists complete. Size 225*100mm & Length - 3.4m.
1
-
7182.5
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Supply,laying in true to alignment & gradient in trenches and testing of the following size and type of pipes with coupler,specials and all jointing materials such as solvent cement rubber rings etc.including F.O.R. destination, insurance and with loading, unloading and stacking etc. complete.
-
-
-
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iv. 75 MM
627
-
143.34
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i. SLAB
7.74
-
11789.2
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iv. Air Valve Chamber
1
-
9640
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R.C.C. 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.
1.6
-
12355.59
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R.C.C work with cement, coarse sand and 20mm gauge approved stone ballast in proportion of 1:1.5:3 in lintels of doors and windows,slab&chhaja excluding supply of reinforcement and its bending, but including its fixing and binding the same with 0.50mm thick binding wire(to be supplied by the contractor) and including centering and shuttering, supply of all materials, labour, T & P etc. required for proper completion of the work.
-
-
-
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ii. R.C.C. man hole cover (0.85*0.85*0.10m.)
0.07
-
11789.2
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i. CC Road
135
-
92.95
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i. Sluice valve chamber (masonary Type)
7
-
21800
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iii. CHHAJJA
1.53
-
11789.2
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Cement concrete with 20 mm gauge approved stone ballast,coarse sand and cement in the propotion of 4:2:1 including supply of all materials labour, T & P etc. required for proper completion of the work.
-
-
-
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a) Sluice valve
-
-
-
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OHT Specifications continued from above row: Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of C.I.D/F Pipes of appropriate size with C.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S. specifications with all jointing materials for proper completion of work, Supply and Fixing of appropriate size manually operated D/F Sluice Valve / Butter Fly Valves as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound.Supplyand fixing of 1.8 m hight M.S. Gate in staire case at 2nd fligth as per direction of engineer -in-charge. Painting of all concrete surface and steel pipe works with water based exterior paint of approved make and quality as mentioned in tender document over one priming coat on new work with two coats, to give an even shade and anticorrosive paints including prepration of surface &supply of all matrials labour T&P etc. required for proper completion of the work.
-
-
-
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Supply & fixing of angle iron of size 40*40*5mm door chaukhat including fixing of holdfast &125 mm size heavy duty hinges etc. complete. size 0.9*2.10 & 0.75*2.10 or as per direction of engineer-in-charge.
170.6
-
89.83
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Electrification work such as two power plug point, 13 nos light/fan point (for one room set and its double for two room set) in building as per direction of engineer-in-charge, including supply of all materials labour, T & P etc. required for proper completion of the work.
1
-
20195.5
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a) SUPPLY OF MATERIAL
(i) 300 mm dia Plain Pipe(7.1 mm thickness) , 150 mm dia plain / Slotted pipe(7.1 mm thickness) ,300x 150 mm dia reducer , 300 mm dia M.S Clamp , 300 mm dia Well Cap , 300 mm dia M.S ring ,300 mm dia Tubewell Support ,150 mm dia MS Bail Plug, 150 mm dia MS Ring & 200 mm dia (thickness of other accessories is not less than 10mm-12 mm)
(ii) Supply of Lal Kuan Pea Gravel of 1.6 mm-4.8 mm size for Surronding between bore and Tubewell assembly ( as per IS 497-1988) 51 CUBMTR b) DRILLING DETAILS OF BORE
(i) 675 mm (27 inches) dia bore from GL to 40 m BGL
(ii) 500 mm (20 inches) dia bore from 40 m BGL to 132 m BGL
(iii) Logging of Bore well by Electric Logger Machine c) LOWERING OF TUBEWELL ASSEMBLY
(i) 300 mm dia Housing Pipe from GL to 36 m BGL
(ii) 150 mm dia plain/slotted Pipe from GL to 120 m BGL
(iii) Shrrounding of Pea Gravel Between bore & Tubewell Assembly NOTE :- DEPTH OF TUBEWELL IS TENTETIVE ,ACTUAL DEPTH OF TUBEWELL DEPEND UPON THE ACTUAL STRATA OF TUBEWELL. In Case of Any Variation in depth of tubewell ± Rs.5000.00 per meter will be charge or paid to the contractor after 5m variation in depth of assembly lowered. DEVELOPMENT OF TUBEWELL
(i) Development of Tubewell By 250 PSI AIR COMPRESSOR ( 60Hrs)
(ii) Development of Tubewell By 2 Cusec O.P Unit ( 100 Hrs)
Development hour of Compressor & O.P unit is tentetive. Development of Tubewell by compressor would be continue till Proper Gravel packing and sand content under the limit. Development by the O.P. unit would be continue till the sand free dischagre from the tubewell.
-
-
-
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ii. Sluice valve chamber (surface box Type)
2
-
3400
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v. Scour Valve Chamber
1
-
21800
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iii. B.O.E. surface
1658
-
42.25
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i. Nala Crossing/culvert crossing above 80mm dia pipe with C.I. Tyten/D.I. D/F
18
-
4000
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Making House Connection with Supply, Carting, laying and jointing of ferrul, 20 mm (OD) HPDE and G.I. pipe & I.S.I. Mark saddle/clamp of required size, C.I. bib kock of approved quality, J-Hook or M.S.U-clamp, 25cmX25cmX25cm C.C grouting of unsupported G.I. pipe or as directed by engineer-in charge including cost of all jointing material, specials, labour, testing and T&P etc. complete.
525
-
2950
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12 mm thick plaster in 1:6 with cement and coarse 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.
440.07
-
209.32
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Supply Installation Testing and Commissioning of Solar based Power Plant of suitable capacity (as per tender specs) to operate 20 HP submersible pumping plant and 2 KW internal elecrification load with suitbale capacity converter, connector , connecting cables , tubular battery , base frame , o4 Nos solar street lights in water works campus and other accessories complete.
1
-
2168874
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I 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 the work
122.63
-
5716.91
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Supply of fixing of 3.6 m wide gate including construction of pillars as per departmental type design including if all material, labour,T&P etc.required for proper completion of work
1
-
54925
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As in item 3a above but in superstructure including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1 brick.
37.97
-
6315.7
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Excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5m and lead up to 50m. Filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth up to a distance of 50m. from the centre of the foundation trenches.
110.61
-
161.22
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Mild steel or iron work in plain work such as R.C.C. or R.B. work (when not included, in over all rates) ,wrought to required shape as necessary incluiding bending for proper completion of the work incluiding supply of steel and.wastage.
841.1
-
74.56
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