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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93.1 LAccepted-AOC | ₹93.1 L | L1 | Accepted-AOC AOC |
| 2 | L2₹94.4 LRejected-Finance GORAKHPUR GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹94.4 L | L2 | Rejected-Finance Not Admited |
Tender Value
₹95 L
EMD Value
₹6.8 L
Closing Date
30 Mar 2026, 12:00 pmClosed
SE, Jaunpur-Ghazipur Circle, PWD, Jaunpur
SE, Jaunpur-Ghazipur Circle, PWD, Jaunpur
C/O Vikash khand baksha me gram agaraura me pranpura chauhan basti me nale par box culvert approach road
2026_CEUVZ_1129599_4
691/SETender/jnp-gzp circle/25 Date-09-03-2026
Open Tender
Civil Works
180 days
Jaunpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹6.8 L
Yes
15 Apr 2026
25 Mar 2026
30 Mar 2026
25 Mar 2026
30 Mar 2026
25 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 |
|---|---|---|---|---|---|
| 1Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. (Including all material, T&P, labour cess etc but excluding G.S.T.) | |||||
| 2Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.(Including all material, T&P, labour cess etc but excluding G.S.T.) | |||||
| 3Plain Cement Concrete 1:3:6 nominal mix in Foundation with crust in stone aggregate 40mm nominal size mechnicaly mix, 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.) | |||||
| 4RCC Grade M25 using batching plant transit mixer & manual placing as per MORTH SI. No. 12.9 Case-II and specification No.1500, 1700, 2100 (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.) | |||||
| 6Providing weep holes in Brick work /plain /reinforced concrete abutment, wing wall/ return wall with 100mm dia PVC pipe extended through the full width of structure with slope of 1V:20H towards drawing foce. Complete as per drawing and technical specifications.(Including all material, T&P, labour cess etc but excluding G.S.T.) | |||||
| 7Providing and laying Pitching on slopes laid including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. (Including all material, T&P, labour cess etc but excluding G.S.T.) | |||||
| 8Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits 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 with a lead upto 5.00 Km as per Technical Specification Clause 301.5 (Cartage Up to 5 Km) (Including all material, T&P, labour cess etc but excluding G.S.T.) | |||||
| 9Construction 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 with a lead upto 1000 m as per Technical Specification Clause 301.5 (Including all material, T&P, labour cess etc but excluding G.S.T.) | |||||
| 10Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on preared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achive the desired denisty, complete as per Technical Specification clause 401. (Including all material, T&P, labour cess etc but excluding G.S.T.) | |||||
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