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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.9 LAccepted-Finance 5 261 ABASH WIKASH MEIN PURI | MAINPURI | UTTAR PRADESH | 205001 | ₹16.9 L | L1 | Accepted-Finance 1 |
| 2 | 0Rejected-Finance KANAULI KOTHI LALESHWAR R M S COLONY KANKARBAGH PATNA BIHAR 800020 | PATNA | BIHAR | 800020 | - | 0 | Rejected-Finance 0 |
| 3 | 0Rejected-Finance KARAHAL ROAD MAINPURI U P | MAINPURI | UTTAR PRADESH | 205001 | - | 0 | Rejected-Finance 0 |
| 4 | 0Rejected-Finance NEW BASANTO DEVPURA MAINPURI | MAINPURI | MAINPURI | UTTAR PRADESH | - | 0 | Rejected-Finance 0 |
Tender Value
₹32 L
EMD Value
₹3.2 L
Closing Date
28 Mar 2026, 12:00 pmClosed
EE
PD PWD MPI
SR ON KIRATHUA PASHUPUR MOHABBATPUR TOAD TO NAGLA KATHULE 5 M. SPAN CULVERT
2026_CEAGR_1129019_1
898 DT 14.03.2026
Open Tender
Civil Works
60 days
SR ON KIRATHUA PASHUPUR MOHABBATPUR TOAD TO NAGLA
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹3.2 L
Yes
13 Apr 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
23 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 |
|---|---|---|---|---|---|
| 1Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (with compection) Excluding GST | |||||
| 2Construction 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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.Excluding GST | |||||
| 3Providing, 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.Excluding GST | |||||
| 4Providing, 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.Excluding GST | |||||
| 5Brick edging on both side of the road of First class bricks 8cm. (3") wide and 12cm (4½") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge.(SCH Pwd No.- 765)Excluding GST | |||||
| 6Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 excluding GST. | |||||
| 7Providing and applying tack coat with Bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. excluding GST. | |||||
| 8Providing, 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 VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a HMP, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508. excluding GST. | |||||
| 9Providing and 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. excluding GST. | |||||
| 10Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet)..(ch. 17. SI no. 692) Excluding GST | |||||
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