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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.0 CrAccepted-AOC | ₹1.0 Cr | 1 | Accepted-AOC 1 |
| 2 | 2₹1.1 CrRejected-Finance | ₹1.1 Cr | 2 | Rejected-Finance 2 |
| 3 | 3₹1.2 CrRejected-Finance | ₹1.2 Cr | 3 | Rejected-Finance 3 |
| 4 | 4₹1.4 CrRejected-Finance LUCKNOW | UTTAR PRADESH | 226020 | ₹1.4 Cr | 4 | Rejected-Finance 4 |
| 5 | 5₹1.4 CrRejected-Finance | ₹1.4 Cr | 5 | Rejected-Finance 5 |
Tender Value
₹1.4 Cr
EMD Value
₹9.2 L
Closing Date
30 Mar 2026, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Gorakhpur Circle PWD Gorakhpur
Construction of Jardi Link road to Dubiahwa to Ramnagar Link Road FY 2025-26 With 5 Year Maintenance Lot No 1 of 1
2026_CEGKP_1128909_1
2120/33Com-Gkp Circle/2026 Dated 18-03-2026
Open Tender
Civil Works
365 days
Mahrajganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹9.2 L
5 Jun 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
30 Mar 2026
23 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 |
|---|---|---|---|---|---|
| 1Construction 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 & Sr. No. 3.4 (Including labour cess but GST will be paid extra as applicable) | |||||
| 2GSB Grade-1- Granular Sub-base with Well Graded Material (Table 400.1) (A)By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 & Sr.No. 4.1(A)(i) For Grading I Material. (Including labour cess but GST will be paid extra as applicable) | |||||
| 3CTSB- Providing, laying and spreading Material on a prepared sub grade, added OPC Cement @ 2% by weight to the spread material, maunually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub base. (Including labour cess but GST will be paid extra as applicable) | |||||
| 4CTB- Providing, laying and spreading Material on a prepared sub Base, added OPC cement @ 4% 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 and to form a layer of base.(Including labour cess but GST will be paid extra as applicable) | |||||
| 5Tack Coat- Providing and applying tack coat with bitumen VG- 10 grade using pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. As per T.S.C. 503 & MORD SR N0-5.2(IV). (Including labour cess & Bitumen but GST will be paid extra as applicable) | |||||
| 6Premix Carpet- Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm and 11.2 mm aggregates (Dala quarry) either using VG-10 grade bitumen to required line grade and level to serve as wearing coarse on a previously prepared base by manual means including mixing in a sutabule mixol laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. as per T.S.C. 508. & MORD SR N0-5.9 (Including labour cess & Bitumen but GST will be paid extra as applicable) | |||||
| 7Seal Coat type C- Providing and laying seal coat by manual means with VG- 10 grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per T.S.C. 510 & MORD SR N0-5.12 (Including labour cess & Bitumen but GST will be paid extra as applicable) | |||||
| 8Construction of Subgrade and Earthen Shoulders Construction 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 & Sr. No. 3.14 (Cartage Earth) (Including labour cess & Bitumen but GST will be paid extra as applicable) | |||||
| 9Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. as per Specification No. 302 II Sr. No. 3.5 (Including labour cess but GST will be paid extra as applicable) | |||||
| 10Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical specification Clause 800, 802, 803, 1200, 1202 & 1203 & Sr No-11.4(I) PCC Grade M-10 (ii) Nominal mix 1:3:6 (Including labour cess but GST will be paid extra as applicable) | |||||
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