UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Pipes and Pipe Related Activities
Eprocure
Opening Date19 Aug 2020
Closing Date31 Aug 2020
Tender Amount₹ 73,55,000
Costs
EMD
₹ 1,47,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UPJNM_503096_1Bid Award Id
ViewTender No
719/m-20/167(Nara)Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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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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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
700
-
68.27
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Colour washing using colouring material yellow shade (2 coat)
700
-
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.
5292
-
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
5250
-
99.71
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75mm dia 6kg/cm² HDEP Pipe
500
-
147.43
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90 mm dia 6kg/cm² HDEP Pipe
300
-
197.69
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110 mm dia 6kg/cm² HDEP Pipe
500
-
281.89
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140 mm dia 6kg/cm² HDEP Pipe
500
-
422.03
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160 mm dia 6kg/cm² HDEP Pipe
200
-
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
3
-
5129.45
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Sluice valve - 50 mm dia
3
-
4028.6
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Sluice valve - 80 mm dia
2
-
6185.44
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Sluice valve - 100 mm dia
1
-
7235.43
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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.
8
-
2728.29
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Construction of Masonary 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.
1
-
19230.77
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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
157.33
-
85
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C.C. Road
1195
-
320
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Bituminous surface
100
-
220
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Inter Locking
550
-
80
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Culvert Crossing for 3.5 m wide in all requied completed
1
-
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
157.33
-
190
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C.C. Road
1195
-
1200
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Bituminous surface
100
-
900
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Inter Locking
550
-
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
2
-
4000
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Smaill Drains
3
-
2000
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Repairing of pipe line leakage including all material labour t&p etc complete. 160 mm pvc pipe
15
-
2207.5
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140 mm pvc pipe
25
-
1998
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110 mm pvc pipe
30
-
1502.7
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90 mm pvc pipe
35
-
1419.5
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75 mm pvc pipe
35
-
1295
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63 mm pvc pipe
40
-
1233
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Interconnection to old pipe line to new pipe line
8
-
3000
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Repairing of Sluice valve chamber (Masonry Type) 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.
2
-
4807.69
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Repairing of Sluice valve chamber (Surface box Type) 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.
2
-
682
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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.
1656
-
198.55
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Making connection with existing PVC/HDPE mains including labour T&P etc complete.
1104
-
196.58
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Same as item no. 1.82 but for pipe laying.
2384.64
-
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.
6624
-
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.
1104
-
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.
1104
-
89.46
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Supply of PVC. Saddle/Clamp 65mm to 160 mm
1104
-
38.95
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Supply of ISI mark bib cock
1104
-
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) ).
13.47
-
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.
20
-
1626
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SITC of 1000 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 cable, with soft starter, control panel, cable complete in all respect with required material T & P labour etc.
1
-
212040
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Construction of Rain water Harvesting at Water works Campous Construction of 150 mm dia bore hole in all types soil as per drawing including erection of boring upto the required depth as per the direction of the engineer-in-charge by casing method and extracting back the casing pipe after lowering the PVC pipe including all labour material T&P etc. requierd for proper completion of work.
0 - 30 m
30
-
247
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30 - 45 m
15
-
266
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Jointing & lowering of 110 mm dia PVC pipe 10 kg/cm2 and johnson V wire screen pipe into the bore hole casing pipe bottom including all jointing material etc. completed as per the direction of the engineer-in-charge.
0 - 30 m
30
-
9.5
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30- 45 m
15
-
9.95
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Supply of 110 mm dia PVC screwed 60 mm (10 kg/cm2 etc complete.
45
-
231.8
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Shrouding/packing the vertical space between bore and PVC pipe with 5 mm to 10 mm size P gravel of approved quality including supply of all material labour, T&P etc. complete.
0.4
-
5200
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Excavation of earth in foundation in all type of soil including refilling the excavated earth after completion of the construction of chamber watering ramming dressing etc. complete and disposal of surplus earth within a lead of 50 mtrs.
57.99
-
160.7
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Cement concrete work in 1:4:8 (1 cement : 4 coarse sand : 8stone ballast 40 mm NS) in foundation.
1.48
-
5446.79
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Brick work in cement mortar 1:6 (1 cement : 6 coarse send)
20
-
5457.72
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Mild steel work in RCC work including (beam, baffle wall & slab) cost of mild steel, cutting of bars, bending and placing of the steel in proper position as per the directions of engineer-in-charge.
1.7
-
5035
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RCC work in beam and slab in 1 : 3/2 : 3 (1 cement : 3/2 coarse sand : 3 stone aggregate 20 mm NS)
2.2
-
11500
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12 mm thick plastering in cement mortar 1:4 (1 cement : 4 coarse sand).
62.92
-
152.21
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Supply and placing the graded filter madia of the following sixe in specified layers each 50 cm thick or as per the directions of engineer-in-charge. in filteration chamber.
a) 18 mm-20 mm size stone pebbels
2.5
-
2000
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b) 10mm-15 mm size stone gravel
2.5
-
1800
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c) Coarse sand
2.5
-
1600
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Excavation of earth in foundation in all type of soil including refilling the excavated earth after completion of the construction of chamber watering ramming dressing etc. complete and disposal of surplus earth within a lead of 50 mtrs.
29.44
-
161.01
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Concrete with 40 mm gauge brick ballast local sand and cement in prop, 1:6:12 in foundation % floor with all labour, T&P etc. required from proper completion of work including materials.
7.36
-
3254.16
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First class brick work in 1:6 cement and local sand mortar for drain
33.72
-
5457.72
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12 mm thick plastering in cement mortar 1:4 (1 cement : 4 coarse sand).
125.12
-
152.21
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40 mm thick 1:2:4 plain cement concrete floor with cement coarse sand & 20 mm gauge stone ballast laid in panels & finished smooth its 3mm floating coat of neat cement etc. & including 75mm thick base concrete consisting of cement local sand & first class brick ballast 40mm gauge in prop 1:4:8 with all labour T&P etc. required for proper completion of work including materials.
27.6
-
2251.5
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Note :- Rates quoted should include all taxes excluding GST
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