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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹23.8 LAdmitted-Finance | -0.50% | ₹23.8 L | L1 | Admitted-Finance |
| 2 | L2₹23.9 LAdmitted-Finance L I G 50 NIRALA NAGAR DISTT UNNAO | UNNAO | UNNAO | UTTAR PRADESH | -0.10% | ₹23.9 L | L2 | Admitted-Finance |
| 3 | L3₹23.9 LAdmitted-Finance | +0.00% | ₹23.9 L | L3 | Admitted-Finance |
Tender Value
₹23.9 L
EMD Value
₹2.4 L
Closing Date
2 May 2026, 1:30 pmClosed
Dy Director (Const) RKUMP Kanpur
Dy Director (Const) RKUMP Kanpur
Construction of link road Devrahat ka majra talaiya to gnha road
2026_RKUMP_1135759_1
04/2026-27
Open Tender
Civil Works
180 days
pukhrayan
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,250
Dy Director (Const) RKUMP Kanpur
₹2.4 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) | |||||
| 2Providing, 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. | |||||
| 3Providing, 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. | |||||
| 4Providing 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 | |||||
| 5Providing 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 | |||||
| 6Providing 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. | |||||
| 7Providing 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 | |||||
| 8Brick 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 | |||||
| 9Brick 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) | |||||
| 10Providing and fixing of reflective sign board with 1.6 mm thick m.s.sheet coverd with 50x50x6 mm angle iron around the plate on M.S pole 100 mm dia with wall thickness of 7.10 mm weight 20 kg per meter and painting & writting latter of bord as per drawing. | |||||
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