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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.3 LAccepted-Finance KANAULI KOTHI LALESHWAR R M S COLONY KANKARBAGH PATNA BIHAR 800020 | PATNA | BIHAR | 800020 | ₹34.3 L | L1 | Accepted-Finance Below |
| 2 | L2₹39.1 LRejected-Finance GRAM NAGLA UDI PAHADPUR PO GAZIPUR FIROZABAD | FIROZABAD | FIROZABAD | UTTAR PRADESH | ₹39.1 L | L2 | Rejected-Finance Above |
| 3 | L3₹44.4 LRejected-Finance 12 | ₹44.4 L | L3 | Rejected-Finance Above |
| 4 | Rejected-Technical 537 KHERA MOHALLA SHIKOHABAD FIROZABAD | SHIKOHABAD | FIROZABAD | UTTAR PRADESH | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical VILL NAGLA HARJU POST UDESAR GAJADHAR SINGH EKA JASRANA FIROZABAD | EKA | FIROZABAD | UTTAR PRADESH | - | - | Rejected-Technical Non Responsive |
Tender Value
₹47 L
EMD Value
₹4.3 L
Closing Date
22 Apr 2026, 12:00 pmClosed
SE Mainpuri Circle PWD Mainpuri
SE Mainpuri Circle PWD Mainpuri
Construction of Box Culvert in place of damage Rapta at Eka Vasundhra Nagla Nekram Mandir to Nagla Harju Kamley Farenda Road
2026_CEAGR_1137923_1
1637/7M-Mainpuri Circle/2026 dt. 26.03.2026
Open Tender
Civil Works
90 days
FIROZABAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹4.3 L
Yes
SE Mainpuri Circle PWD Mainpuri
21 May 2026
16 Apr 2026
22 Apr 2026
16 Apr 2026
22 Apr 2026
16 Apr 2026
20 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 |
|---|---|---|---|---|---|---|
Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 M (20") depth & earth work in embankment to be in 20 cm layers including ramming & dressing the surface to required levels & solpes & also including 1.50 M (5ft) lift & 30 M (100ft) lead. The earth in from of cutting to be used as spoil banks with in 50 M destance as directed by E/I etc. but Mechanically compacted to 95% Proctor density etc. complete. cartage up to 3.00 Km. | - | Cum | - | - | BI01010001010000000000000515BI0100001116 | |
Construction of granular sub-base by providing well graded material, spreading in uniform layers motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause-401 | - | Cum | - | - | BI01010001010000000000000515BI0100001117 | |
WBM (G-2) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including 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 grading 3 as per technical specification clause-405 | - | Cum | - | - | BI01010001010000000000000515BI0100001118 | |
WBM (G-3) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including 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 grading 3 as per technical specification clause-405 | - | Cum | - | - | BI01010001010000000000000515BI0100001119 | |
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of raod surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per technical specification clause-502 | - | Sqm | - | - | BI01010001010000000000000515BI0100001120 | |
Providing and applying tack coat with bitumen (VG-10) at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per technical specification clause-503 | - | Sqm | - | - | BI01010001010000000000000515BI0100001121 | |
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades. as per Technical Specification clause-508 | - | Sqm | - | - | BI01010001010000000000000515BI0100001122 | |
Providing & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-C as per Technical Specification clause-510 | - | Sqm | - | - | BI01010001010000000000000515BI0100001123 | |
Providing Cost of dewatering I/c cost of boaring,laying of 4" dia P.V.C.pipe ,hire charges of 7.50 K.V.Deisel pumping set ,hire Charges of P.V.C. pipe & cost of 4" dia plastic pipe for disposal of water as required distance also I/c wages of repairing leakage during operation with hire charges of tractor I/c loading & unloading pumping set.(as per Non schedule item 12.45.4 A) | - | Hrs | - | - | BI01010001010000000000000515BI0100001124 | |
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres By Mechanical Means Cement Concrete Grade M-15 & M-20 | - | Cum | - | - | BI01010001010000000000000515BI0100001125 |
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