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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC GORAKHPUR GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹1.0 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹1.0 CrRejected-Finance | ₹1.0 Cr | L2 | Rejected-Finance Not Admitted |
Tender Value
₹1.0 Cr
EMD Value
₹7.2 L
Closing Date
30 Mar 2026, 12:00 pmClosed
SE, Jaunpur-Ghazipur Circle, PWD, Jaunpur
SE, Jaunpur-Ghazipur Circle, PWD, Jaunpur
C/O Gram sabha arsiya me kuwar nadi par box culvert and approach road and additional approach road
2026_CEUVZ_1129599_7
691/SETender/jnp-gzp circle/25 Date-09-03-2026
Open Tender
Civil Works
365 days
Jaunpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹7.2 L
Yes
12 Jun 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 GST) | |||||
| 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 GST) | |||||
| 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 GST) | |||||
| 4RCC Grade M25 using batching plant transit mixer & manual placing as per MORTH SI. No. 12.08 E-Case-II and specification No.1500, 1700, 2100.(including all material, T&P, labour cess etc but excluding GST) | |||||
| 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 GST) | |||||
| 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 GST) | |||||
| 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 GST) | |||||
| 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 1000 m as per Technical Specification Clause 301.5 (including all material, T&P, labour cess etc but excluding GST) | |||||
| 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 GST) | |||||
| 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 GST) | |||||
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BOQ_2108203.xls
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