UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Civil And Construction
Eprocure
Opening Date26 Sep 2024
Closing Date14 Oct 2024
Tender Amount₹ 2,28,55,000
Costs
EMD
₹ 4,57,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Intersection And Diversion Work Of Chhatnag Drain At Chhatnag Ghat
Description
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Contact
Tender Id
2024_UPJNM_959868_1Bid Award Id
ViewTender No
884/Mahakumbh-2025/819 date 23-09-2024Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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03.01 m- 04.50m B.G.L.
862.5
408255
473.34
... More
Dismantling of roads for laying sewers including sorting out and stacking of serviciable materials, and diposal of unserviciable materials upto a distance of 60m and its reinstatement after filling and proper compaction of trenches.
-
-
-
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Interlocking
247.5
49242
198.96
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Permanent reinstatement of road including supply of all materials, labour, T&P etc. required for proper completion of work.
-
-
-
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Interlocking
247.5
284288
1148.64
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Provide and fix open timbering (covering 1/3rd surface area by planks) in trenches for the depth from 0.00 to 3.00 m. below ground level consisting of 4.00 cm. thick approved country wood planks for polling boards (125 cm x 75 cm) Indian sal wood waller.
3150
1911073
606.69
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Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm guage approved stone ballast (1:2:4) including supply of all materials, labour, T&P etc. required for proper completion of work.
-
-
-
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0.00 - 1.50 m. depth
106.88
1952588
18268.98
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1.50 - 3.00 m. depth
106.88
2011166
18817.05
... More
3.0 - 4.5 m depth
178.13
3482053
19547.82
... More
Supply of following sizes DI pipes Class K-7 including all joints materials, such as rubber gaskets cartage to site store, loading, unloading, insurance, taxes exercise etc.
-
-
-
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400 mm dia
395
1954562
4948.26
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Carting, laying and jointing of DI K-7 Pipe and specials from store to the site of work, lowering the same into trenches in depths up to following below ground level true to alignment, including excavation of earth below invert level of pipe cost of all jointing materials, testing etc. complete but excluding excavation and refilling of trenches from ground level to the invert level of pipes.
-
-
-
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400 mm dia
350
111905
319.73
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Supply of 600 mm dia, 12mm thick epoxy coated MS pipe
45
783164
17403.65
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Installation of product pipe by Auger Boring method including making of entry and exits pits, all related civil works like excavation, shoring/strutting, etc., shielded excavation through auger boring process, lowering of pipe segment in the jacking pit, laying and jacking of product pipeline through jacking process from the jacking pit after project completion as per the instruction of the engineer-in-charge all complete except the cost of the pipe.(upto 80 m installation length.
-
-
-
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400 mm dia DI Pipe (Casing of 600 mm dia MS
pipe)
45
1287035
28600.78
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Inter connection of sewer line in Ganga Pollution Control Unit's existing mainhole near Lakkar nala including all material, excavation, reinforcement and form work, SFRC heavy duty frame and cover as per standard design and drawing.
1
57447
57447.95
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Supply of following type RCC NP-3 pipe with SS ends as per IS 458-2003 (Ammended upto date) including all taxes (Central and local) with rubber gasket as per IS 5382/1985 or (Ammended upto date) including, transportation, labour required, transportation loading and unloading and stacking etc.(excluding cost of laying and jointing testing and commissioning) The pipe shall be ISI marked. For RCC Sewer Pipes NP3
-
-
-
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400 mm. Dia
750
1347135
1796.18
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Carting of following sizes of pipes including transportation, loading and unloading of R.C.C. non pressure pipes class NP3 Pipe socket/spigot rubber ring jointing and specials from store to the site of work lowering the same into trenches in the following depth below ground level, true to alignment, caulking the joints with necessary open yarn soaked.
400 mm. Dia
-
-
-
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0 - 1.50 M
30
38632
1287.76
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1.50 - 3.0 M
220
301580
1370.82
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3.0 - 4.50 M
500
727905
1455.81
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Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 10 Kms. From the site of work and including watering, dressing etc. Rate to include the cost of all materials, labours T&P etc. required for proper completion of work.
297
358722
1207.82
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Disposal of surplus earth from the working site of Intercepting sewer & Rising main.
297
88939
299.46
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Supply of all materials, labour and T&P and constructing Masonry Circular manhole with concentric cone at bottom top circular brick masonry in CM(1:4) with sulphate resistant cement with 12mm thick smooth plaster on both side in CM 1:4 with suphate resistant cement including foundation concrete 250mm thick and haunches and channels in CC 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. foot steps, 1:2:4 coping and providing and fixing of approved make and quality SRRC frame as per IS-12592 and cover of 600 mm dia etc. with provision of placing and removing mild steel shoring box wherever required upto depth 4.95m and 9m respectively complete as directed by Engineer-incharge. Following sizes as per type design and drawing.
-
-
-
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900 mm internal dia, 1.65 m deep
10
322908
32290.87
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1200 mm internal dia, 1.65 to 2.30 m deep
13
666952
51304.04
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1500 mm internal dia, 4.95 m deep
11
1707012
155182.97
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Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :
-
-
-
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400 mm dia , 5 Nos. 6.0 M Depth
30
104933
3497.77
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Mild steel or iron work in piling such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage.
2.98
35061
11765.47
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Dewatering with the help of dewatering pumping plants etc. equipment to lower down the water table near the trenches during excavation and laying the sewer line including all labour T&P , fuel etc. complete.
140
59578
425.56
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Cement concrete work in RCC column saddle below G.L. at specified depth with cement, coarse sand and 20 mm guage approved stone ballast (1:1:2) including supply of all materials, labour, T&P etc. required for proper completion of work.
3.9
71124
18237.02
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Mild steel or iron work in piling such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage.
3.06
36002
11765.47
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Providing and erecting 2.00 metre high temporary barricading at site as per drawing/ direction of Engineerin- 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 work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).
50
100720
2014.4
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Estimate of I&D for drain
1
1081402
1081402.68
Evaluation Notes How It Works ?
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