UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date22 Jul 2024
Closing Date20 Aug 2024
Tender Amount₹ 7,69,42,195
Costs
EMD
₹ 10,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Sewerage Network And Appurtenant Works Beghambag
Description
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Contact
Tender Id
2024_UPJNM_940091_1Bid Award Id
ViewTender No
961/NIVIDA/102 DATED 15.07.2024Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
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Documents
BOQ Items
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3.00 to 4.50 m
755.82
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4.50 to 6.00 m
13.47
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Providing and laying PCC 1:4:8 (1 Cement : 2 Coarse Sand : 8 Stone aggregate 40 mm nominal size) including watering, ramming consolidating and dressing complete- All work up to
plinth level :
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In Beddding
49.45
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Provide all material ,labour and T&P etc. fixing of following type of timbering in trenches with 50 mm thick country wood planks, 150 X 75 mmsize sal wood wallers and 125mm dia. sal wood ballies for struts 1.5 m c/c including removal of all timbering after aying of sewer etc. all complete.
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A. Open Timbering (0.00 TO 3.00m)
5128.58
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Provide all material ,labour and T&P etc. fixing of following type of timbering in trenches with 50 mm thick country wood planks, 150 X 75 mmsize sal wood wallers and 125mm dia. sal wood ballies for struts 1.5 m c/c including removal of all timbering after aying of sewer etc. all complete.
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A. Close Timbering (0.00 TO 3.00m)
3202.2
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A. Close Timbering (3.00 TO 6.00m)
819.61
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Timbering left in trenches
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A. Close Timbering left in trenches (0.00 TO 3.00m)
121.26
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A. Close Timbering left in trenches (3.00 TO 6.00m)
227.47
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Disposal of surplus earth with municipal limits upto a distance of 8 km as per direction of E/I.
2216.41
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Providing of Double wall corrugated pipes, (DWC), SN-8 grade.
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200mm Dia upto 3.0 m Depth
7464.5
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Providing non-pressure R.C.C NP-3 pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.
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200 mm
927.5
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250 mm
139.9
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Carting, Laying, Jointing & field testing from store (upto 8km) the following sizes of Double Wall Corrugated Pipes (DWC) pipes and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient including testing of pipeline (but excluding cost of trenching and cuting of pipes etc. for making of lengths but including
making joint,Provision of Utility Shifting (i.e HT & LT cable line, Telephone line, Electricity Pole etc.)
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0.00 - 1.50m
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200mm DWC Pipe
4790.3
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1.50 to 3.00 m
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200mm DWC Pipe
2674.2
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Carting, Jointing & field testing from store (upto 8km) the following sizes of R.C.C NP-3 pipes and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient including testing of pipeline (but excluding cost of trenching and cuting of pipes etc. for making of lengths but including making joint.,Provision of Utility Shifting (i.e HT & LT cable line, Telephone line, Electricity Pole etc.)
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3.00 to 4.50 m
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200 mm
927.5
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250 mm
74.2
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4.50 to 6.00 m
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250 mm
65.7
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Supply of all materials, labour, T & P etc. and constructing Brick circular M.H. of following sizes as type design and
drawing. (as per unit estimate)
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900 mm dia X 1650 mm depths
203
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1200 mm dia X 2300 mm depths
52
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1500 mm dia X 4950 mm depths
37
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Addition or Substraction due to varition in shaft for following size of M.H.(as per unit estimate.)
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900 mm dia X 1650 mm depths
2.15
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1200 mm dia X 2300 mm depths
1.5
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1500 mm dia X 4950 mm depths
2.5
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Supply and filling local sand including watering, ramming, and dressing etc. Around pipe and over the pipe for cushion and protection.
4735.52
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temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing
barricading from start of (@ 20% of Total length)
1706
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Providing & Construction of Inter Connecting Chamber 30x30x45cm, inside with 75 class designation brick work in cement mortar 1:4 (1cement : 4coarse sand) with RCC Cover to serve as house sewer connecting chamber as per unit estimate.
1407
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Addition or Substraction due to varition in Inter Connecting Chamber shaft of Size: 30x30x45cm (as per unit estimate.)
2
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Providing & Construction of masonry Chamber 60x60x75cm, inside with 75 class designation brick work in cement mortar 1:4 (1cement : 4coarse sand) with RCC Cover to serve as
house sewer connecting chamber as per unit estimate.
704
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Addition or Substraction due to varition in Masonary
Chamber shaft of Size: 60x60x75cm (as per unit estimate.)
1.5
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Supply of all materials, labour, T&P etc and construction of sewer house connection from Inter Connecting Chamber Size: 30x30x45cm to House connecting chamber Size: 60x60x75cm as per required length as per type design and drawing given in along with supply, laying & jointing of 120 MM(OD) DWC HDPE PIPEconfirming to IS- 16205 Part 24 or its latest amendment including supply to all specials like - door bend, p-trap etc. jointing materials and including required excavation of trenches and back filling, ramming, compacting, dismentling and reinstatement of ramp of house hold / drain with all safety precautions such as temporary barricating, lighting display of caution boards and
disposal of all debris and surplus earth etc complete
8442
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Supply of all materials, labour, T&P etc and making connection from House Connecting Chamber Size: 60x60x75cm to already existing Manhole as per type design and drawing given in Schedule-B along with supply, laying & jointing of 160 MM(OD) DWC HDPE PIPE confirming to IS- 16098 Part 2 or its latest amendment including supply to all specials. jointing materials and including required excavation of trenches and back filling, ramming, compacting, dismentling and reinstatement of ramp of house hold / drain with all safety precautions such as temporary barricating, lighting display of caution boards and disposal of all debris and surplus earth etc complete
10560
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Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material
as per direction of Engineer-in-charge:
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Bitumen Road
6867.82
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CC Road
4578.46
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Tile Road
11451.16
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Reinstatement of Road
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Bitumen Road
5223.26
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CC Road
3482.17
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Tile Road (40% New)
8705.43
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Supply of all materials, labour, T&P etc and construction of sewer house connection from house hold ( including outlet pipe from Toilet, Kitchen, Bathroom & Septic Tank) to inter connecting chamber (ICC) as per required length as per type design and drawing given in along with supply, laying & jointing of 120 (OD) MM DWC HDPE pipe confirming to IS- 16098 Part 24 or its latest amendment including supply to all specials like - door bend, p-trap etc. jointing materials, frieght charge, cartage upto the site, and including required excavation of trenches and back filling, ramming, compacting, dismantling and reinstatement of ramp of house hold / drain with all safety precautions such as temporary barricating, lighting display of caution boards and disposal of all debris and surplus earth etc complete.
1407
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Supply and Pushing of MS casing pipe of specified thickness by trenchless method adopting micro-tunnelling or any suitable mechanical technology or technology approved by Railway below ground at all depth under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipment’s for completion of works, mobilizing of respect, including excavation of driven pit and exit pit (upto 3 metredepth) with proper protection at three sites with shoring sheets and ISMB's. Providing MS cutting edges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Railway Authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. (Protective coating/ lining if done that will be Not paid extra) Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. In All Type of Soil
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600 mm dia 12 mm thick casing pipe
20
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Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm
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150-300 mm Dia
1850
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Cleaning and de-silting of fully chocked and silted sewers of 400-1000 mm dia sewer more than 8years old at 3.00 m - 6.00 m depth by manual labour and including removal of sludge, slush, sewage Morrum, Kankar shingle etc. and disposal of sludge/slush etc. from the site to dumping place beyond municipal limit upto 8.00 km. including supply of all labour, T&P etc.
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Full Choke
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400mm dia -1000mm dia
920
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Half Choke
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400mm dia -1000mm dia
500
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Provision for temporary shifting of existing water supply mains falling in the alignment of conveying main during excavation and the restoring utilities/Services to its original
condition.
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For pipe diameter upto 110 - 125 mm dia including all labour,T&P, material,pipe etc.
325
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For pipe diameter 150 mm to 300 mm dia including all
labour,T&P, material,pipe etc.
250
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