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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance | -33.87% | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.1 CrAdmitted-Finance | -32.75% | ₹3.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹3.1 CrAdmitted-Finance | -31.21% | ₹3.1 Cr | L3 | Admitted-Finance |
| 4 | L4₹3.5 CrAdmitted-Finance 305 CHAWANI CHOURAHA GORAKHPUR UTTAR PRADESH | -22.91% | ₹3.5 Cr | L4 | Admitted-Finance |
| 5 | L5₹4.5 CrAdmitted-Finance AIGAVAN UPARHAR DHARM RAJ MISHRA AIGAVAN UPARHAR MAHILA UPARHAR KARARI KAUSHAMBI UTTAR PRADESH 212216 UDYAM UP 46 0007784 | KAUSHAMBI | UTTAR PRADESH | 212216 | -0.50% | ₹4.5 Cr | L5 | Admitted-Finance |
Tender Value
₹4.5 Cr
EMD Value
₹4.5 L
Closing Date
6 May 2026, 3:00 pmClosed
SE NH Circle, PWD, Kanpur
SE NH Circle, PWD, Kanpur
STMC work of NH-321 Kiraoli-Kagarol from Km 0.000 to 15.010, STMC Work of NH-91A Etawah-Bela-Kannauj Road from Km 41.000 to 66.000 in the State of Uttar Pradesh.
2026_MoRTH_906959_1
10349M/13M-NHCK/26 dated 29.04.2026
Open Tender
Civil Works
365 days
Etawah
As per Tender Documents
2 documents required · 2 mandatory
₹10,000
RPAO NH Lucknow
₹4.5 L
SE NH Circle, PWD, Kanpur
18 May 2026
30 Apr 2026
7 May 2026
30 Apr 2026
6 May 2026
30 Apr 2026
5 May 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 |
|---|---|---|---|---|---|---|
| 1BOQ Part -I Under NH Division PWD Etawah (Bill No. 1 : Road Maintenance) | ||||||
| 1.01 | Earthwork in cutting or in embankment in ordinary soil, excavation to be in the from of regular pits not exceeding 1/2 metre (20") in depth & earthwork in emvankment to be in 20cm (8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5th) lifts and 30m (100") lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks with 30 metres (100ft) destance directed by the Engineer-in-charge including royalty. as per MoRTH specification 301& SOR Sl. No.-253 as directed by the Engineer-in-charge, as per MoRTH specification. including all taxes, royalty, cess etc. but excluding GST.
NH-321 (0.000 to 15.010) | 4,925.25 | Cum | 140 | ₹6,89,535 | BI01010001010000000000000515BI0100001113 |
| 1.02 | Earthwork in cutting or in embankment in ordinary soil, excavation to be in the from of regular pits not exceeding 1/2 metre (20") in depth & earthwork in emvankment to be in 20cm (8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5th) lifts and 30m (100") lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks with 30 metres (100ft) destance directed by the Engineer-in-charge including royalty. as per MoRTH specification 301& SOR Sl. No.-253 as directed by the Engineer-in-charge, as per MoRTH specification. including all taxes, royalty, cess etc. but excluding GST.
NH-91A (41.000 to 69.000) | 26,000 | Cum | 125 | ₹32,50,000 | BI01010001010000000000000515BI0100001114 |
| 1.03 | Removal of rank vegetation/weeds and undesirable vegetation from shoulders, embankment slopes upto ROW (both sides) complete in all respects including breaking of clods, rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer- In-Charge and as per Maintenance Standards Clause 3.3 (Frequency will be once in a quarter). as per MoRTH specification 201 & SOR Item No.-259 complete in all respacts as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST.
NH-321 (0.000 to 15.010) | 36,000 | sqm | 6 | ₹2,16,000 | BI01010001010000000000000515BI0100001115 |
| 1.04 | Removal of rank vegetation/weeds and undesirable vegetation from shoulders, embankment slopes upto ROW (both sides) complete in all respects including breaking of clods, rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer- In-Charge and as per Maintenance Standards Clause 3.3 (Frequency will be once in a quarter). as per MoRTH specification 201 & SOR Item No.-259 complete in all respacts as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST.
NH-91A (41.000 to 69.000) | 1,20,000 | Sqm | 6 | ₹7,20,000 | BI01010001010000000000000515BI0100001116 |
| 1.05 | 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete in all respacts as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST.
NH-321 (0.000 to 15.010) | 315.21 | Cum | 3,610.5 | ₹11,38,065.7 | BI01010001010000000000000515BI0100001117 |
| 1.06 | Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means.complete in all respacts as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST. (over WMM)
NH-321 (0.000 to 15.010) | 4,202.8 | Sqm | 45.9 | ₹1,92,908.52 | BI01010001010000000000000515BI0100001118 |
| 1.07 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.complete in all respacts as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST. (over priming surface)
NH-321 (0.000 to 15.010) | 4,202.8 | Sqm | 13.7 | ₹57,578.36 | BI01010001010000000000000515BI0100001119 |
| 1.08 | Providing and laying dense graded bituminous macadam grading 2 with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respacts as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST.
NH-321 (0.000 to 15.010) | 168.11 | Cum | 10,342.9 | ₹17,38,744.92 | BI01010001010000000000000515BI0100001120 |
| 1.09 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.complete in all respacts as per direction of Engineer- In-Charge. including all taxes, royalty, cess etc. but excluding GST. (over bituminous surface)
NH-321 (0.000 to 15.010) | 4,202.8 | Sqm | 11.2 | ₹47,071.36 | BI01010001010000000000000515BI0100001121 |
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