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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹41.0 LAccepted-AOC GRAM SOHANANG PO PACHPEDWA JANPAD GORAKHPUR | ₹41.0 L | 1 | Accepted-AOC 1 |
| 2 | 2₹41.3 LRejected-Finance | ₹41.3 L | 2 | Rejected-Finance 2 |
| 3 | 3₹41.7 LRejected-Finance | ₹41.7 L | 3 | Rejected-Finance 3 |
| 4 | 4₹41.8 LRejected-Finance | ₹41.8 L | 4 | Rejected-Finance 4 |
| 5 | 5₹43.2 LRejected-Finance GARWALMA BUZURG TARAMANDAL ROAD PO SHIVPURI COLONY GORAKHPUR | GORAKHPUR | UTTAR PRADESH | 273001 | ₹43.2 L | 5 | Rejected-Finance 5 |
Tender Value
₹64.3 L
EMD Value
₹5.2 L
Closing Date
26 Mar 2026, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Gorakhpur Circle PWD Gorakhpur
Construction of Siddha Vinayak Marriage Hall to Agarwal Farm House in Chari Chara Kusmhi In the financial year 2025-26 including 05 years maintenance repair Lot No 10 of 10
2026_CEGKP_1127322_10
1701/135C-Gkp Circle/2026 dated 07-03-2026
Open Tender
Civil Works
180 days
Gorakhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹5.2 L
4 Jun 2026
19 Mar 2026
26 Mar 2026
19 Mar 2026
26 Mar 2026
19 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 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. (Carted Earth). (MoRD Sl. No.-3.4 and Specification No.-301.5), (Excluding Royalty), (Including Labour Cess), (GST will be paid extra as applicable). (Carted Earth). | |||||
| 2Granular 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 to 12.5cm/11cm (compacted thickness) with smooth wheel roller to achieve the desired density, complete as per MORD Technical Speicification Clause 401. (MoRD Sl. No.-4.1 and Specification No.-401), (Including Labour Cess and Royalty), (GST will be paid extra as applicable). | |||||
| 3WBM Grading - 3 Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required density as per MoRD technical specification clause 405.(MoRD Sl. no. 4.7 and Specification no. 405), (Including Labour Cess and Royalty), (GST will be paid extra as applicable). | |||||
| 4C.C.Road Construction of unreinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade OPC cement or any other type as per clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision to contraction and expansion, construction joints, applying debonding strips, primer, sealent,dowel bars,near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 and as per direction of E/I. (MoRD Sl. no. 6.4 and Specification no. 1500), (including Labour cess and royalty) (GST will be paid extra as applicable). | |||||
| 5Construction 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. (Carted Earth). (Excluding Royalty) (MoRD Sl. No.-3.14 and Specification No.-303.1), (Including Labour Cess), (GST will be paid extra as applicable), (Carted Earth). | |||||
Maintenance of constructed road for next five year after completion of work shall be paid. as per GO No 17/2024/lk0-113/23-1-2024-23-1099-113/2023 yksd fuekZ.k foHkkx vuqHkkx&1 fnuakd 16-01-2024 ,oa dk;kZy; izeq[k vfHk;Urk ;krk;kr oxZ yks0fu0fo0 y[kuÅ dk i=kad&3689lh&vks0ih0vkj0,e0lh0@ewy&23&24 fnuakd 17-02-2024- Payment shall be done as per satisfaction of engineer in charge regarding maintenance work carried out by contractor (Including Labour Cess but GST will paid extra as applicable). 1st year Maintenance cost total construction of cost Item No. 1 to 5 Rs. 6307000.00 @ Zero percent & for 2nd year @ 0.25% | - | Job | - | - | |
For 3rd year @ 0.50% | - | Job | - | - | |
For 4th year @ 0.75% | - | Job | - | - | |
For 5th year @ 1.00% | - | Job | - | - | |
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