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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹58.6 LAdmitted-Finance | -17.05% | ₹58.6 L | L1 | Admitted-Finance |
| 2 | L2₹63.5 LAdmitted-Finance | -10.11% | ₹63.5 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical 10 RAJAN KUNJ ROORKEE ROAD MEERUT UP PIN 250110 | MEERUT | UTTAR PRADESH | 250110 | - | - | - | Rejected-Technical AS PER DOCUMENTS |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical AS PER DOCUMENTS |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
7 Mar 2026, 3:00 pmClosed
SE Ayodhya Circle UPAVP
Ayodhya Circle, U.P. Avas Evam Vikas Parishad, Office Complex, Anguri Bagh, Ayodhya -224001
Construction of internal sewerage system in sector 8A,9A and 9B of Bhoomi Vikas, Grihsthan Evam Bazar yojana Ayodhya.
2026_UPHDB_1117342_1
276/M-10/61 Dated 12-02-2026
Open Tender
Civil Works
Fixed-rate
365 days
Ayodhya
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
EE CD Ayodhya 01
₹1.4 L
Yes
12 Mar 2026
17 Feb 2026
7 Mar 2026
17 Feb 2026
7 Mar 2026
17 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in following depth below ground level 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, refilling of trenches in 20 cm, layers watering sand ramming the same including removal of surplus earth or other dismantled materials up to a distance of 50 metres from the centres of trenches as per direction of E/I. Upto 1.50 m. BGL | 1 | Cum | 207 | ₹206.79 |
| 2 | Excavation in following depth below ground level 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, refilling of trenches in 20 cm, layers watering sand ramming the same including removal of surplus earth or other dismantled materials up to a distance of 50 metres from the centres of trenches as per direction of E/I.1.5 to 3.0 m. BGL | 1 | Cum | 260 | ₹259.74 |
| 3 | Add extra over item 1 above for bailing out or pumping out sub-soil water to keep trenches dry during excavation of trenches other constructions and laying of sewers.1.50 to 3.0 m. BGL | 1 | Cum | 157.37 | ₹157.21 |
| 4 | Provide and fix open timbering (covering 1/3rd of surface are by planks) in trenches for the depth upto 3.0 m. below G.L. consisting of 40 mm thick approved country wood planks for poling boards 125 m.m. x 75 m.m. Country wood walers and 100 m.m. dia Sal ballies for struts at 1.50 m c/c including removal after laying of sewer both sides of trenches will be taken as one side for the purpose of payments and measurements i.e area equals to length x depth of trench.
Dismantled timbering materials will be the property of the contractor.0.0 to 3.0 m. BGL | 571.65 | Sqm | 220 | ₹1,25,763 |
| 5 | Supply of following nominal dia R.C.C. hume pipes NP-3 class ISI marked tested as per the relevant I.S. code, including rubber ring for jointing the pipe including all taxes, charges, cartage, loading, unloading, stacking, etc. upto the store of work.250 m.m. | 1,185.5 | RM | 544.5 | ₹6,45,504.75 |
| 6 | Supply of following nominal dia R.C.C. hume pipes NP-3 class ISI marked tested as per the relevant I.S. code, including rubber ring for jointing the pipe including all taxes, charges, cartage, loading, unloading, stacking, etc. upto the store of work.300 m.m. | 383.8 | RM | 759 | ₹2,91,304.2 |
| 7 | Carting of following nominal dia R.C.C. hume pipes (NP3 class) and specials from store to the site of work, lowering the same into trenches in depths given below, placing in position true to alignment and gradient, make the joints with rubber ring, filling the joint with necessary spun yarn soaked in bitumen and/or with 1:2 cement mortar in coarse sand as per direction of engineer incharge, 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.250 mm dia Upto 1.50 m. BGL | 1,185.5 | RM | 384 | ₹4,55,232 |
| 8 | Carting of following nominal dia R.C.C. hume pipes (NP3 class) and specials from store to the site of work, lowering the same into trenches in depths given below, placing in position true to alignment and gradient, make the joints with rubber ring, filling the joint with necessary spun yarn soaked in bitumen and/or with 1:2 cement mortar in coarse sand as per direction of engineer incharge, 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.300 mm dia Upto 1.50 m. BGL | 123.8 | RM | 485 | ₹60,043 |
| 9 | Carting of following nominal dia R.C.C. hume pipes (NP3 class) and specials from store to the site of work, lowering the same into trenches in depths given below, placing in position true to alignment and gradient, make the joints with rubber ring, filling the joint with necessary spun yarn soaked in bitumen and/or with 1:2 cement mortar in coarse sand as per direction of engineer incharge, 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.300 mm dia 1.50 to 3.0 m. BGL | 260 | RM | 538.35 | ₹1,39,971 |
| 10Providing and fixing in position precast RCC Manholes of following internal dia. having RCC eccentric corbelled portion and circular rings/risers designed according to IS 456, IS 3370 and other relevant IS codes for IRC class AA loading, made of M40 grade concrete, the circular ring having provision for 4 nos. house connections, having SFRC foot steps inside-staggered in two vertical rows having c/c distance 300 mm horizontally and vertically, the top footrest being at 450 mm below manhole cover and lowest not more than 300 mm above the benching, and the reinforcement shall be of TMT bars conforming to IS 1786, including necessary excavation, construction of in-situ 200 mm thick base RCC raft/platform, RCC ring supporting the precast rings/risers and CC benching, all in M20 grade concrete, over 75 mm thick M15 grade PCC in accordance with the structural design/drawing to be provided after vetting by a Govt. Engg. College/IIT and it shall also include shop/lab checking/testing of the product and also providing and fixing SFRC Heavy Duty Manhole frame and cover as per IS 12592, including lowering of various components in the excavated pit at site, assembling/installation and jointing them properly in position, hydraulic testing including material, labour and T&P all complete to the satisfaction of the engineer in charge.(Thickness of rings/risers is taken as 125 mm. For variation in design thickness, the extra cost shall be payable accordingly). | |||||
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