UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Eprocure
Opening Date5 Sep 2020
Closing Date11 Sep 2020
Tender Amount₹ 66,57,207
Costs
EMD
₹ 1,33,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UPJNM_507906_1Bid Award Id
ViewTender No
905/M-20/217 (Purab Sharira)Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
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Documents
BOQ Items
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Mild steel or Iron work in plain work such as R.C.C.work wrought to required shape as necessary including its bending and supply of steel wastage over lapping and hooks etc complete required for proper completion of work
1.5
-
5225
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Repair of plaster or pointing in patches including removal of old plaster & renewing the same.
200
-
40.05
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Repair of flooring in patches including digging up to existing thickness of floor & renewing the same.
15
-
538.96
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Painting and varnishing new iron work in small areas or new MS work with one coat priming and 2 coat of approved paint or varnish ncluding supply of all material labour T&P etc required for proper completion of work
200
-
159.74
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Supply and fixing of rain water 110 mm PVC pipe with bend clamp etc all complete.
15
-
205.75
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Finishing wall with water proof cement paint of approved make and qualitiy over one priming coat of newwork with 2 coat to give an even shade including prepartion of surface ncluding supply of all material labour T&P etc required for proper completion of work
White cement
450
-
68.27
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Colour washing using colouring material yellow shade (2 coat)
450
-
17.06
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Repair of OHT Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN 1504-3 having compressive strength Class R4 45 MPa and adhesive bond strength Class R3 1.5 MPa. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage. For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/ running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running metre per coat.
100
-
440.87
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R.C.C. in cement coarse sand and 20 mm gauge approved stone blast in proper ration of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding with 0.5mm thick binding wire centring and shuttering supply of all material labour T&P etc.
2
-
11426.05
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Mild steel or iron work in plain work such as RCC work wourght to required shape as necessary including bending for proper completion of work including .
2.36
-
5225
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Supply and fixing GI pipe of 15mm dia to be used as railing in OHT including all labour material etc complete.
100
-
118.06
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Providing and fix MS stair case in OHTincluding all labour material etc complete.
1
-
8000
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Supply & fixing of ISI mark OHT level indicator including all labour material etc complete.
1
-
7000
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Finishing wall with water proof cement paint of approved make and qualitiy over one priming coat of newwork with 2 coat to give an even shade including prepartion of surface ncluding supply of all material labour T&P etc required for proper completion of work
White cement
500
-
68.27
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Colour washing using colouring material yellow shade (2 coat)
500
-
17.06
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Pipe Line Work
Excavation :- Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge.
2900
-
199.08
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Distribution System Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4985/2000 Specifications with all jointing materials and specials conforming to latest /relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer -in -charge.
63 mm dia 6kg/cm² HDEP Pipe
3014
-
99.71
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75 mm dia 6kg/cm² HDEP Pipe
650
-
147.43
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90 mm dia 6kg/cm² HDEP Pipe
1300
-
197.69
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110 mm dia 6kg/cm² HDEP Pipe
100
-
281.89
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140 mm dia 6kg/cm² HDEP Pipe
100
-
422.03
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160 mm dia 6kg/cm² HDEP Pipe
100
-
542.51
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Supply and carting up to site of work of the following dia C.I. butterfly /sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge.
Sluice valve - 65 mm dia
2
-
5129.45
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Sluice valve - 50 mm dia
10
-
4028.6
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Sluice valve - 80 mm dia
4
-
6185.44
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Sluice valve - 100 mm dia
1
-
7235.43
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Sluice valve - 125 mm dia
1
-
9294.08
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Sluice valve - 150 mm dia
1
-
10897.49
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Construction of Masnory Type Sluice valve chamber as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge.
3
-
19230.77
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Construction of surface box Type Sluice valve chamber as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge.
16
-
2728.29
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Dismantling of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m as per instructions of Engineer -in -charge.
B.O.E. surface
142.82
-
85
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C.C. Road
1080
-
320
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Bituminous surface
134.38
-
220
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Inter Locking
800
-
80
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Culvert Crossing for 3.5 m wide in all requied completed
2
-
8902.56
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Reinstatement of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m as per instructions of Engineer -in -charge.
B.O.E. Surface
142.82
-
190
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C.C. Road
1080
-
1200
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Bituminous surface
134.38
-
900
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Inter Locking
800
-
300
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Crossing of following drains or culverts 1 to 2 m in width for laying of pipe line including dismentalling of drains and reconstruction the same.
Main Drains
1
-
4000
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Smaill Drains
2
-
2000
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Making of NEW FHTC Excavation for pipe line work in ordinary soil (loam, clayor, sand) for pipe line trenches including lift upto 1.50m and lead upto 50m and refilling watering ramming of excavated earth in to trenches and disposal od surplus earth up to 50m from centre of the trenches.
1813.5
-
198.55
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Making connection with existing PVC/HDPE mains including labour T&P etc complete.
1209
-
196.58
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Same as item no.(1.86) but for pipe laying.
2611.44
-
198.55
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Supply & Carting, laying and jointing with special required for 20mm (OD) HDPE out side house including cost of all jointing material labour and T&P testing etc complete.
7254
-
33.96
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Supply & Carting, laying and jointing with special required for 15mm (ID) GI pipe in inside house including cost of all jointing material labour and T&P testing etc complete.
1209
-
132.64
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Supply & fixing of ISI mark ferrul 8 mm dia including cost of all jointing material labour and T&P testing etc complete.
1209
-
89.46
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Supply of PVC. Saddle/Clamp 65mm to 160 mm
1209
-
38.95
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Supply of ISI mark bib cock
1209
-
42.73
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CC Grouting at base ((Cement concrete work in 1:4:8 (1 cement : 4 coarse sand : 8stone ballast 40 mm NS) ).
14.75
-
5446.79
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Survey with Auto level of the entire Distribution system and Design so as to ensure that the system would easly accumlate extra pipe line and FHTC including all material labour T&P etc complete as per site engineer incharge.
40
-
1626
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Repairing of following pipe line leakage including all material labour t&p etc complete.
80 mm GI pipe
50
-
1250
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65 mm GI pipe
65
-
1190
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Interconnection new pipe line to old pipe line.
12
-
3000
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SITC of 1200 LPM, 55 meter head, & 25 H.P. Submersible clear water pumping plant suitable to operate on 415 + 5% volt 50 hz., 3 phase A.C. supply. (As per IS 8034-1989)including 6mm sq. Sub. cable (100 mtr.), with soft starter, control panel, cable complete in all respect with required material T & P labour etc.
1
-
193440
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SITC of 1500 LPM, 55 meter head, & 30 H.P. Submersible clear water pumping plant suitable to operate on 415 + 5% volt 50 hz., 3 phase A.C. supply. (As per IS 8034-1989)including 6mm sq. Sub. cable (100 mtr.), with soft starter, control panel, cable complete in all respect with required material T & P labour etc.
2
-
212040
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