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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.7 LAdmitted-Finance | -1.10% | ₹21.7 L | L1 | Admitted-Finance |
| 2 | L2₹21.7 LAdmitted-Finance | -0.90% | ₹21.7 L | L2 | Admitted-Finance |
| 3 | L3₹21.8 LAdmitted-Finance ALKAPURI ETAWAH | ETAWAH | UTTAR PRADESH | 206001 | -0.50% | ₹21.8 L | L3 | Admitted-Finance |
Tender Value
₹21.9 L
EMD Value
₹2.2 L
Closing Date
24 Apr 2026, 3:00 pmClosed
DDC
Office of DDC Mandi Parishad Tindwari Road Banda
Construction of Link Road From Panwari Ke Gram Jakha Link Road To Khagarra Nahar
2026_RKUMP_1138673_2
Nirman Khand Banda/Tender/2026-53 dt.17April.2026
Open Tender
Civil Works
90 days
Banda
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,900
DDC Mandi Parishad Banda
₹2.2 L
25 Apr 2026
18 Apr 2026
24 Apr 2026
18 Apr 2026
24 Apr 2026
18 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 black cotton soil, excavation to be it he from of regular pits not exceeding 1/2 meter(20") in depth earth work in embankment to be in 20 cm(8") layers including 1.5 meter (5ft) lifts and 30m (100ft) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m (100ft) distance as directed by th Engineer-in-charge. | |||||
| 2Laying and consolidation of blanket coat stone dust by road roller as required including hire and fuel charge of roller . | |||||
| 3Construction of granular sub-base by providing well graded material, mixing in a 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 | |||||
| 4Providing , laying, spreading and compacting stone aggregates of 45-63mm 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 aggregates, watering and compacting to the requirede density grading-II as per technical specification clause405 | |||||
| 5Providing , laying, spreading and compacting stone aggregates of 22.4-53mm 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 aggregates, watering and compacting to the requirede density grading-III as per technical specification clause 405 | |||||
| 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 to 1.00kg/sqm using mannual means. Clause 502 | |||||
| 7Providing and applying tack coat with V.G.-10 bitumin using bitumin pressure distributor @ 0.30 kg. per sqm. On the prepared bitumins surface cleaned with Hydrulic broom as per Technical Specifictin Clause 503 | |||||
| 8Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumin 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 fifnished to required level and grades to be followed by seal coat Technical specification Claues508 | |||||
| 9Providing and laying seal coat by manual means with VG-10 grade Bitumin 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 | |||||
| 10Providing & Fixing of Typical informatory sign board as per MORD specification and drawing . Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mmx5m size on back on edges. The lower plates will be welded with MS angle iron frame of 25mmx25mmx5mm. The angle iron frame of lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing with ready mixed synthetic enamel paint of superior quality in required shade and colour. All section of framed posts and steel tube will be painted with primer and two coats of eppoxy paint as per drawing Clause 1701 and Annexure 1700.1 | |||||
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