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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 Cr+₹44,616.33 (0.43%)Rejected-Finance GRAM KHEMPIPRA POST SAVAREJI THANA KOTWALI JANPAD MAHARAJGANJ UTTAR PRADESH | MAHARAJGANJ | MAHARAJGANJ | UTTAR PRADESH | ₹1.1 Cr+₹44,616.33 (0.43%) | 2 | Rejected-Finance 2 |
| 3 | 3₹1.2 Cr+₹11.6 L (11.1%)Rejected-Finance | ₹1.2 Cr+₹11.6 L (11.1%) | 3 | Rejected-Finance 3 |
| 4 | 4₹1.2 Cr+₹11.7 L (11.1%)Rejected-Finance | ₹1.2 Cr+₹11.7 L (11.1%) | 4 | Rejected-Finance 4 |
Tender Value
₹1.5 Cr
EMD Value
₹9.6 L
Closing Date
15 Jan 2026, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Gorakhpur Circle PWD Gorakhpur
Construction of 3x5 M Span RCC Box Culvert at Gram Bandi tola Belashpur South over Hirne Nala Main Approach Aditional Approach and protection work in year 2025-26 in District Mahrajganj Lot No 1 of 1
2026_CEGKP_1103696_1
8860/33Com-Gkp Circle/2025 dated 23-12-2025
Open Tender
Civil Works
Percentage
365 days
Mahrajganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹9.6 L
7 Mar 2026
3 Jan 2026
15 Jan 2026
3 Jan 2026
15 Jan 2026
3 Jan 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 |
|---|---|---|---|---|---|
| 1 | Construction of embankment with 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. as per Technical Specification Clause 301.5 & MORD SR N0-3.4 (Including labour cess but GST will be paid extra as applicable) (Cartage Earth) For main approach. | 4,000 | cum. | 165 | ₹6,60,000 |
| 2 | Construction of Sub Grade & Earthen Shoulders with Material obtained from Borrow Pits with all lift and lead , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 as per Technical Specification Clause 303.1.(Cartage Earth) Mord sl.no. 3.14 (Including labour cess but GST will be paid extra as applicable)(shoulder in main approach) | 92 | cum. | 155 | ₹14,260 |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per Technical Specification Clause 301.5 & MORD SR N0-3.4 (Including labour cess but GST will be paid extra as applicable).(for additional approach ) | 4,500 | cum. | 89 | ₹4,00,500 |
| 4 | Construction of Sub Grade & Earthen Shoulders with Material obtained from Borrow Pits grading to required slope and compacting to meet requirement of table 300.2 as per Technical Specification Clause 303.1 Mord 3.14 sl no 303.1 (Including labour cess but GST will be paid extra as applicable) for shoulder work in additional approach. | 600 | cum. | 78 | ₹46,800 |
| 5 | CTSB- Providing, Laying and spreading Material on a prepared sub grade, adding cement (OPC) @ 2% by weight to the spread material, manully, mixing in place with rotavator and compaction with the road roller at OMC to achive the desired unconfined compressive strength and to from a layar sub-base. (Including labour cess but GST will be paid extra as applicable) | 410 | cum. | 4,879 | ₹20,00,390 |
| 6 | CTB- Providing, Laying and spreading Material on a prepared su-base, adding cement (OPC) @ 4% by weight to the spread material, manully, mixing in place with rotavator and compaction with the road roller at OMC to achive the desired unconfined compressive strength and to from a layar base. (Including labour cess but GST will be paid extra as applicable) | 390 | cum. | 5,138 | ₹20,03,820 |
| 7 | Tack 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 & Bitumne but GST will be paid extra as applicable) | 3,912 | Sqm | 18 | ₹70,416 |
| 8 | Premix 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 & Bitumne but GST will be paid extra as applicable) | 3,912 | Sqm | 230 | ₹8,99,760 |
| 9 | Seal 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 & Bitumne but GST will be paid extra as applicable) | 3,912 | Sqm | 78 | ₹3,05,136 |
| 10 | Excavation of foundations in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling. Watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplush earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. (Excluding Royalty) As per PWD Specification & S.I.No. 251. complete in all respect as per directions of Engineer in charge. (Including labour cess but GST will be paid extra as applicable) (Box Culvert) | 431 | cum. | 120 | ₹51,720 |
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