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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹44.2 LAdmitted-Finance | -0.55% | ₹44.2 L | L1 | Admitted-Finance |
| 2 | L2₹44.5 LAdmitted-Finance | -0.01% | ₹44.5 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical 0 BAISHAKHI BAZAR SIWAN BIHAR 841226 UDYAM BR 35 0031040 | SIWAN | BIHAR | 841226 | - | - | - | Rejected-Technical Reject as par latter No. 189 dated 13-05-2026 |
Tender Value
₹44.5 L
EMD Value
₹4.2 L
Closing Date
2 May 2026, 1:30 pmClosed
Dy Director (Const)
Dy Director (Const) RKUMP Kanpur
Construction of link road Rasulpur navabganj marg par rasulpur chaurahe to sikandarpur
2026_RKUMP_1135760_1
05/2026-27
Open Tender
Civil Works
180 days
Kayamganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,910
Dy Director (Const) RKUMP Kanpur
₹4.2 L
Yes
16 May 2026
21 Apr 2026
2 May 2026
21 Apr 2026
2 May 2026
21 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 |
|---|---|---|---|---|---|
| 1Earth work in cutting or in embankment in ordinery soil excavation to be done form of regular pits not exceeding ½ m. in depth and work embankment to be in 20 cm. layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m. lift and 30 m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 m. direction as directed by the Engineer-in-charge(S.I. N0- 253a) | |||||
| 2Construction of granular sub-base by providing well graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000 m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 | |||||
| 3Providing, laying , spreading and compacting 45-63 stone aggregates of specific size 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 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. | |||||
| 4Providing, laying , spreading and compacting 22.4-53 mm stone aggregates of specific size 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 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. | |||||
| 5Providing and applying Primer coat ( low porosity) with Bitumen emulsion (SS-1) on prepared granular base including cleaning of road surface and spraying primer @ 0.70 Kg/sqm using mechancial means as per Technical specification. Clause 502 | |||||
| 6Providing and applying tack coat with Bitumen VG-10 at the rate of @ 0.35 Kg on prepared bituminous. surface cleaned with Hydraulic broom as per Technical specification clause.503 | |||||
| 7Providing and laying and rolling of open graded premix carpet 20 mm thickness composed of 13.2 mm 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 to be followed by seal coat of either type A or type B or type C as per Technical specification clause 508. | |||||
| 8Providing and applying seal coat sealing the voids in a bituminous surface laid to the specified level grade and cross fall using Type C as per Technical Specification clause 510 | |||||
| 9Brick edging on both side of road with M-150 class bricks on edge 3” wide and 4-1/2” deep laid with mud mortar finished to the required temples in proper alignment & also dressing the excavated earth and diredted by Engineer- in- charge. Ch No. 20. 765 | |||||
| 10Brick soling with straight over burant bricks laid on edge and dry including preperation of subgrade to prescribed camber and including supply of bricks filling joints with local earth spreading a blinding coat of 1 cm depth of local earth over the entire including labour and T&P etc.required for proper completion of the work ch 26 S.I No. 21 mord 412(4.18) | |||||
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