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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.5 LAccepted-Finance | ₹68.5 L | L1 | Accepted-Finance ADMITTED |
| 2 | L2₹74.3 LRejected-Finance NONE | NEW DELHI | DELHI | 110001 | ₹74.3 L | L2 | Rejected-Finance NOT ADMITTED |
| 3 | L3₹74.6 LRejected-Finance GORAKHPUR GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹74.6 L | L3 | Rejected-Finance NOT ADMITTED |
| 4 | L4₹77.6 LRejected-Finance CHAK MOLANPUR POST KARHEJA DISTRICT JAUNPUR | JAUNPUR | JAUNPUR | UTTAR PRADESH | ₹77.6 L | L4 | Rejected-Finance NOT ADMITTED |
Tender Value
₹1.1 Cr
EMD Value
₹7.3 L
Closing Date
26 Mar 2026, 6:55 pmClosed
SE, Jaunpur-Ghazipur Circle, PWD, Jaunpur
SE, Jaunpur-Ghazipur Circle, PWD, Jaunpur
Construction of a 2x5x5 meter span culvert over the drain between Bhadehari and Pali, including approach road and additional approach road
2026_CEUVZ_1128864_2
665/SETender/jnp-gzp circle/25 Date-07-02-2026
Open Tender
Civil Works
365 days
Jaunpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹7.3 L
Yes
6 Apr 2026
21 Mar 2026
26 Mar 2026
21 Mar 2026
26 Mar 2026
21 Mar 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation in foundation of structures as per drawing and technical specification including setting out construction of shoring and bressing of sides and bottom, back filling the and excavated earth to the extent required utilising the ramaining earth locally for road work in widening portion. SI No. 251 (Including all material, T&P, labour cess etc. but excluding G.S.T.) | |||||
| 2Providing and laying filter Material in raft and underneath pitching in slopes complete as per drawing and Technical specification. As per SI No. 15.5 (Including all material, T&P, labour cess etc. but excluding G.S.T.) | |||||
| 3Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (Including all material, T&P, labour cess etc. but excluding G.S.T.) | |||||
| 4Reinforced Cement Concrete complete as per Drawing and Technical Specifications:- RCC Grade M25 using batching plant transit mixer & manual placing (Including all material, T&P, labour cess etc. but excluding G.S.T.) | |||||
| 5Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (Including all material, T&P, labour cess etc. but excluding G.S.T.) | |||||
| 6Provindig and fixing of weep holes with 100mm dia P.V.C. pipe including supply of all materials labour tools and plants etc. complete work. (Including all material, T&P, labour cess etc. but excluding G.S.T.) | |||||
| 7Stone boulder pitching in apron including cost of materials, Labour T&P etc required proper complition of work (Including all material, T&P, labour cess etc. but excluding G.S.T.) | |||||
| 8Construction of Embankment with Material Obtained from Right of way:- Construction of embankment with approved material obtained from Right of way with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5I (Including all material, T&P, labour cess etc. but excluding G.S.T.) | |||||
| 9Providing laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material manually mixing in place with rotavator and compacting with the road roller and OMC to achieve the desired uncomfined compressive strength and to form a layer of sub-base. (Including all material, T&P, labour cess etc. but excluding G.S.T.) | |||||
| 10Providing laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material manually mixing in place with rotavator and compacting with the road roller and OMC to achieve the desired uncomfined compressive strength and to form a layer of sub-base/base. (Including all material, T&P, labour cess etc. but excluding G.S.T.) | |||||
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