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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.9 LAccepted-AOC NONE | NEW DELHI | DELHI | 110001 | ₹66.9 L | L1 | Accepted-AOC AOC |
| 2 | L2₹74.2 LRejected-Finance GORAKHPUR GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹74.2 L | L2 | Rejected-Finance Not Admitted |
| 3 | Not Admitted-Fee/PreQual/Technical CHAK MOLANPUR POST KARHEJA DISTRICT JAUNPUR | JAUNPUR | JAUNPUR | UTTAR PRADESH | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹78 L
EMD Value
₹5.9 L
Closing Date
30 Mar 2026, 12:00 pmClosed
SE, Jaunpur-Ghazipur Circle, PWD, Jaunpur
SE, Jaunpur-Ghazipur Circle, PWD, Jaunpur
C/O Gulalpur tetar me vijay farmesi ke pas nale par box culvert and appproach road
2026_CEUVZ_1129599_6
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
₹5.9 L
Yes
21 May 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 | |||||
| 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. | |||||
| 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 | |||||
| 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 | |||||
| 5Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | |||||
| 6Supply and fixing of P.V.C. pipe 110 mm dia approved quality for weep holes of water spout. And for Pressure Relise pipe in raft. | |||||
| 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 | |||||
| 9Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | |||||
| 10Providing 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. | |||||
| 11Providing 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 | |||||
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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details.html
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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BOQ_2108196.xls
BOQ • 0.30 MB
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