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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC Financial bid accepted by the committee |
| 2 | L2₹1.2 CrRejected-Finance | ₹1.2 Cr | L2 | Rejected-Finance Rejected being higher rate |
| 3 | L3₹1.2 CrRejected-Finance GANDHI NAGAR DISTRICT MAHOBA UTTAR PRADESH | MAHOBA | UTTAR PRADESH | 210421 | ₹1.2 Cr | L3 | Rejected-Finance Rejected being higher rate |
| 4 | L4₹1.4 CrRejected-Finance | ₹1.4 Cr | L4 | Rejected-Finance Rejected being higher rate |
| 5 | L5₹1.4 CrRejected-Finance | ₹1.4 Cr | L5 | Rejected-Finance Rejected being higher rate |
Tender Value
₹1.7 Cr
EMD Value
₹10.4 L
Closing Date
26 Mar 2026, 12:00 pmClosed
S.E., Hamirpur Circle PWD Hamirpur
S.E., Hamirpur Circle PWD Hamirpur
New construction work of the remaining part of the link road from village Ataramaf to village Urwara
2026_CEBAN_1128322_3
584/30C-Hamirpur Circle/2025-26 Date 19.03.2026
Open Tender
Civil Works - Roads
365 days
PD PWD Mahoba
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,720
₹10.4 L
S.E., Hamirpur Circle PWD Hamirpur
16 May 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
24 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 |
|---|---|---|---|---|---|
| 1Clearing jungle including uprooting trunk vegetation grass,bush wood trees and saplings of girth upto 30cm meassured at a height of 1 mtr. above ground level and removal of rubbish upto a distance of 50m outside the periphery of area cleared. (S.I. No-259) | |||||
| 2Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 1000 meter as per MORD technical specification clause 301.5 MORD sepecification 301.5(i) S.No. 3.4(Ordinary soil) | |||||
| 3Construction of subgrade 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 up to 1000 m as per Technical specification cause 303.1. including Stablization with 2% slaked lime including its mixing with rotabator complete. | |||||
| 4Cement treated subbase Providing, laying, spreading Material on prepared sub grade adding cement @ 2% by weight to the spread Material manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength to form a layer of subbase. | |||||
| 5cement treated Base Providing, laying, 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 rollar at OMC to achieve the desired unconfined compressive strength to form a layer of base. | |||||
| 6Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical pecification Clause 503. | |||||
| 720mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (I)Bitumen (S-90) | |||||
| 8Seal Coat Providing and laying seal coat by Manual Means with VG-10 Grade Bitument sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 | |||||
| 9Construction of subgrade 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 up to 1000 m as per Technical specification cause 303.1. including Stablization with 2% slaked lime including its mixing with rotabator complete. | |||||
| 10Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.S.I. No-251 | |||||
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