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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.8 CrAdmitted-Finance | -19.51% | ₹2.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.1 CrAdmitted-Finance | -9.99% | ₹3.1 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Integrity agreement not submitted. |
| 4 | Rejected-Technical BHAGATPUR SHIVPUR VARANASI | VARANASI | UTTAR PRADESH | 221001 | - | - | - | Rejected-Technical Integrity agreement not submitted, Experience is not sufficient according to NIT condition. |
Tender Value
₹3.5 Cr
EMD Value
₹7.0 L
Closing Date
10 Feb 2026, 4:00 pmClosed
Executive Engineer
Office of the Executive Engineer, Construction Division-I, UP Jal Nigam (Urban), Varanasi
Laying of Water pipe line of various Dia and House connection
2026_UPJNM_1110726_1
149/miss-06/47 Dt. 24.01.2026
Open Tender
Water Supply
240 days
Sigra
As per Tender Document/NIT
2 documents required · 2 mandatory
₹11,800
EE, CD-I, UP Jal Nigam (Urban)
₹7.0 L
16 Mar 2026
29 Jan 2026
10 Feb 2026
29 Jan 2026
10 Feb 2026
29 Jan 2026
Laying of Water pipe line of various Dia From Sigra Chauraha to Aurangabad Tiraha Due to construction of Road under CM Grid Yojna , UNDER DEPOSIT WORK
Supply of following sizes (pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications conforming to latest /relevant I.S. specifications, suitable for D.I pipes and I.S. 4984/2016 Specifications conforming to latest /relevant I.S. specifications, suitable for HDPE pipes including supply of specials, F.O.R. destination and all taxes and insurance etc. with loading, unloading but excluding the cost of trenches).all complete as per instructions of Engineer -in - charge.
110 mm dia HDPE PN-6 PE-100
300 mm dia DI K-7
600 mm dia DI K-7
Provision of surveying, design, re-design where neccesary, preparation of working drawing and as build drawing in 6 set during excution of work including supply of all materials, labour, T&P etc. complete
Valves & Fittings
Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm dia standard makes iron coupling with cap and etc.complete conforming to latest/relevent I. S. specifications including all taxes and insurance up to site of work
Supply and carting up to site of work of the following dia DI Sluice valves , class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments , including valve fittings & Dismantling Joints as per requirement F.O.R. destination make approved by UPJN
Scour Valve
Supply and installation, testing etc. of single/double ball type air valve conforming to latest/relevent I.S. specifications including all taxes and insurance(including supply of jointing materials and Valve fittings etc complete) as per instructions of Engineer.
Distribution System
Excavation for depth up to 1.5 m below G.L for laying sewers, manholes , gully pits , chambers ,sumps etc in ordinary soil ( earth,sand,loam and clay) including cutting of joints pits ,trimming ,dressing ,leveling , reffiling of trenches in 20cm layers watering and ramming the same including removel of surplus earth of other dismantled material up to a distance of 50m from the center of trenches.
Carting from (up to 8 Km) the following sizes of ISI marked DI pipes and specials to the site of working lowering them into trenches and laying true to alignment and gradient including testing of pipe line excluding cutting of pipes etc. for, making of lengths and making of joints
110 mm dia HDPE PN-6 PE-100
300 mm dia DI K-7
600 mm dia DI K-7
Carting of D/F sluice valves of following sizes to the site of works, lowering them into already prepared trenched and fixing them in position in including supply of jointing material such as bolt nut, rubber insertion white lead excluding valves & specials required but including the testing etc. complete.
Carting of scour valves of following sizes to the site of works, lowering them into already prepared trenched and fixing them in position in including supply of jointing material such as bolt nut, rubber insertion white lead values and specials required but including the testing etc. complete.
Sand Filling in trench
Pumping & Dewatering of Water for laying and connecting of Pipe line
Interconnection with existing and proposed line
Carting of 50 mm dia screwed down air valve following sizes to the site of works, lowering them into already prepared trenched & fixing them in position in including boring & threading the main etc. complete & including the cost of bailing out of water, supply of jointing material such as bolt nut, rubber insertion white lead required & including the testing etc. complete.
Carting of 80 mm dia flanged fire hydrant to the site of works, lowering them into already prepared trenched & fixing them in position with existing flanged tee including boring & threading the main etc. complete & including the cost of bailing out of water, supply of jointing material such as bolt nut, rubber insertion white lead values & specials required & including the testing etc. complete.
Provision for following types of Culvert crossing along the alignment of pipe line complete as per instructions of Engineer -in -charge. (casing of pipe is done by concreting)
Crossing of Culvert for laying pipe line including supply and materials labour, T&P etc. complete.
Crossing of Nala/drain for laying pipe line including supply and materials labour, T&P etc. complete.
Supply of MS pipe (As per IS:3589 made from steel confirming to IS:2062), with anti corrosive treatment with P.U. coating and Installation of product pipe by HDD method including preparing and setting up the plants and equipement, preparing new pipe work material, installation new pipe-work and commissioning system or making the system ready for commissioning by HDD operation including, all related civil and mechanical works like excavation, shoring/strutting, etc. drilling, stringing, reaming, and pulling back the new pip-work on the designed bore path alignment, proper disposal of drilling fluid, and back fill of site after completion all inclusive as per IndSTT:101:2018: Code of prectice of HDD Technique Suiting Indian Conditions.
200 mm dia pipe, 6mm Pipe Wall Thickness
250 mm dia pipe, 6mm Pipe Wall Thickness
300 mm dia pipe, 6mm Pipe Wall Thickness
600mm dia pipe, 8mm Pipe Wall Thickness
Provision for permission from other department
Road diversion of traffic, night signals, fixing caution boards etc. for the laying of pipe line.
Road dismantling and restoration
Dismantling of the following type of road surface for laying of pipe line including sorting out and stacking of serviceable materials and disposal of unserviceable materias upto a distance of 50 m. as per instructions of Engineer -in -charge.
Bituminous surface
Interlocking Road
C.C. Road
Reinstatement of the following type of road surface with old and new materials including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge.
Bituminous surface
Interlocking Road
C.C. Road
Provision of House connection including Supply of all materials, labours, T&P etc required for proper completion of work.
Connection on Pipe Line of 90mm to 110mm Dia
Connection on Pipe Line of 125mm to 160mm Dia
Connection on Pipe Line of 200mm to 250mm Dia
Connection on Pipe Line of 300mm Dia
Connection on Pipe Line of 350mm to 600mm Dia
Sluice valve chamber (masonry Type) - dia above 150 mm - 1000 (L) x 1200 (W) x 1300 (H) mm
Sluice valve chamber (surface box Type) - dia upto 125 mm
Fire Hydrant chamber (750 (L) X 450 (W) X 1000 (H) mm)
Air Valve Chamber 350 (L) x 350 (W) x 500 (H) mm
Scour Valve Chamber dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm
Design and construct Thrust Block made in R.C.C. with cement coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3 for pipe line including supply of MS reinforcement wrought to required shape as necessary its bending fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials labour T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.
Supply of MS reinforcement wrought to required shape as necessary its bending, fixing & binding the same with 0.50mm thick binding wire.
Provision for unforeseen utilities along the alignment of pipe line complete as per instructions of Engineer -in -charge. (casing of pipe is done by concreting)
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