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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹53.9 LAccepted-AOC GORAKHPUR SADAR GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹53.9 L | 1 | Accepted-AOC 1 |
| 2 | 2₹55.7 LRejected-Finance | ₹55.7 L | 2 | Rejected-Finance 2 |
| 3 | 3₹61.9 LRejected-Finance 213 TAJOPUR PASCHIMPURA MAUNATH BHANJAN MAU MAU UTTAR PRADESH 275101 UDYAM UP 55 0009322 | MAU | UTTAR PRADESH | 275101 | ₹61.9 L | 3 | Rejected-Finance 3 |
| 4 | 4₹65.4 LRejected-Finance | ₹65.4 L | 4 | Rejected-Finance 4 |
| 5 | 5₹71.3 LRejected-Finance | ₹71.3 L | 5 | Rejected-Finance 5 |
Tender Value
₹85 L
EMD Value
₹6.3 L
Closing Date
21 Apr 2026, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Gorakhpur Circle PWD Gorakhpur
Construction of Gazpur Malauli Banda Harria gram hokar kanya inter college link road Length 1-50 km with 05 year maintenance Lot No 1 of 3
2026_CEGKP_1134427_1
2491/135C-Gkp Circle/2026 dated 31-03-2026
Open Tender
Civil Works
Gorakhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹6.3 L
5 Jun 2026
10 Apr 2026
21 Apr 2026
10 Apr 2026
21 Apr 2026
10 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
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 Mord SL No. 3.4 (Including Labour Cess but GST will paid extra as applicable) | - | Cum | - | - | BI01010001010000000000000515BI0100001125 | |
GSB-Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/Tractor mounted appropriate equipment on prepaire suface mixing by mix in place method with rotavator at OMC, and compacting with smooth roller to achieve the desired density, complete as per clause 401 (Including Labour Cess but GST will paid extra as applicable) | - | Cum | - | - | BI01010001010000000000000515BI0100001126 | |
CTSB- Providing laying and spreading material on a prepared sub grade, adding OPC 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 and to from a layer of sub base (Including Labour Cess & GST will paid extra as applicable) | - | Cum | - | - | BI01010001010000000000000515BI0100001127 | |
CTB- Providing, laying, spreading Material on a prepared sub base, OPC cement @ 4% by weight to the spread material manually mixing in place with rotavator and compacting tith the road roller at OMC to achieve the desired unconfined compressive strebth and to form a layer of sub base (Including Labour Cess & GST will paid extra as applicable) | - | Cum | - | - | BI01010001010000000000000515BI0100001128 | |
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom As per MORD Specification & Clause no 503, 5.2 (Including Labour Cess & GST will paid extra as applicable) | - | sqm | - | - | BI01010001010000000000000515BI0100001129 | |
Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat As per MORD Specification 508 & Clause 5.9 (Including Labour Cess & GST will paid extra as applicable) | - | sqm | - | - | BI01010001010000000000000515BI0100001130 | |
Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades As per MORD Specification 510 & Clause 5.12 (Including Labour Cess & GST will paid extra as applicable) | - | sqm | - | - | BI01010001010000000000000515BI0100001131 | |
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. Mord SI. No. 3.14 (Including Labour Cess but GST will paid extra as applicable) | - | Cum | - | - | BI01010001010000000000000515BI0100001132 | |
Excavation 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 MORD Specification & Sr. No. 302(ii), 3.5 complete in all respect as per directions of Engineer in charge. (Including Labour Cess but GST will be paid extra as applicable) | - | Cum | - | - | BI01010001010000000000000515BI0100001133 | |
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, PCC Grade M-10 (ii) Nominal mix 1:3:6. As per MORD Specification & Sr. No. 800 & 1200, 11.4(i) complete in all respect as per directions of Engineer in charge. (Including Labour Cess & Roylty but GST will be paid extra as applicable) | - | Cum | - | - | BI01010001010000000000000515BI0100001134 |
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