UP Jal Nigam Tender

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UP Jal Nigam - UPJN Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date22 Jul 2024
Closing Date20 Aug 2024
Tender Amount₹ 3,95,50,578 
Notes
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Costs

Summary

Sewerage Network And Appurtenat Works In Khatkana Azad Nagar Ward 20 Nagar Nigam Meerut

Description

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Contact

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BOQ Items

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DO_NOT_SHOW

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3.00 to 4.50 m

358.38

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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

19.43

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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)

2202.33

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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)

1142.7

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A. Close Timbering (3.00 TO 6.00m)

364.46

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Timbering left in trenches

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A. Close Timbering left in trenches (0.00 TO 3.00m)

57.97

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A. Close Timbering left in trenches (3.00 TO 6.00m)

139.78

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Disposal of surplus earth with municipal limits upto a distance of 8 km as per direction of E/I.

954.42

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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

3191.1

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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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250 mm

380.9

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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

2065.6

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1.50 to 3.00 m

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200mm DWC Pipe

1125.5

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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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250 mm

380.9

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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

104

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1200 mm dia X 2300 mm depths

23

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1500 mm dia X 4950 mm depths

24

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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

3.5

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1200 mm dia X 2300 mm depths

1.8

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1500 mm dia X 4950 mm depths

2.4

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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.

2024.45

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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)

714

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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.

875

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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.

437

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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

5250

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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

6555

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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

4942.47

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CC Road

5562.73

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Tile Road

1853.78

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Reinstatement of Road

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Bitumen Road

3576.68

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CC Road

4023.77

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Tile Road (40% New)

1341.25

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Provision for crossing of Drains / Nalla

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Drain width up to 1.00 m

15

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Drain width 1.00 to 2.00 m

4

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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.

350

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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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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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150mm dia -300mm dia

150

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