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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-Finance | ₹1.4 Cr | L1 | Accepted-Finance Lowest |
| 2 | L2₹1.4 CrRejected-Finance | ₹1.4 Cr | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹1.5 CrRejected-Finance MAIN ROAD SUBHASH CHOWK KAPTAINGANJ DISTRICT KUSHINAGAR | KASGANJ | UTTAR PRADESH | 207123 | ₹1.5 Cr | L3 | Rejected-Finance Not Lowest |
| 4 | L4₹1.6 CrRejected-Finance | ₹1.6 Cr | L4 | Rejected-Finance Not Lowest |
Tender Value
₹1.9 Cr
EMD Value
₹11.3 L
Closing Date
31 Mar 2026, 12:00 pmClosed
Superintending Engineer Deoria Circle PWD Deoria
Superintending Engineer Deoria Circle PWD Deoria
Renewal of Main roads of the urban part of Deoria Shiv Mandir to Parshuram Chowrah via Sadar Tehsil and Malviya Road and Malgodam Road and Chakbandi Chowrah Road --by HMP --in Dist Deoria
2026_CEGKP_1130041_4
1254/76yat-Deo Circle/26 Dated 17.03.2026
Open Tender
Civil Works
180 days
Deoria
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹11.3 L
Deoria
16 Apr 2026
25 Mar 2026
31 Mar 2026
25 Mar 2026
31 Mar 2026
25 Mar 2026
28 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 |
|---|---|---|---|---|---|
Wet Mix Macadem ,Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with pave morth 406(Excluding GST) | - | Cum | - | - | |
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.(Excluding GST) | - | Sqm | - | - | |
Bituminous Concrete Providing and laying bituminous concrete with 120 TPH batch type hot mix plant producing an avarage output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler , transporting the hot mix to work site , laying with hydostatic paver finisher with sensor control to the required grade , level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 509 complete in all respects. .(Excluding GST) | - | Cum | - | - |
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