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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical AS PER TENDER DOCUMENTS |
| 2 | Accepted-Technical | Accepted-Technical AS PER TENDER DOCUMENTS |
| 3 | Accepted-Technical | Accepted-Technical AS PER TENDER DOCUMENTS |
Tender Value
₹43.8 L
EMD Value
₹4.2 L
Closing Date
5 May 2026, 5:00 pmClosed
DDC RKUMPUP MEERUT
A3 DAOMDAR COLONY GARH ROAD MEERUT
Construction of Link Road From Vajhilpur To Sodna To KhadKhadi marg
2026_RKUMP_1135413_1
801/DDC Dt- 10.04.2026
Open Tender
Civil Works - Roads
Percentage
120 days
VAJHILPUT TO SUDNA
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,782
DDC RKUMPUP MEERUT
₹4.2 L
Yes
15 May 2026
15 Apr 2026
6 May 2026
15 Apr 2026
5 May 2026
15 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 oridinary soil, excavation to be in the form of regular pits not exceeding 0.5 M in depth and earth work in embankment to be in 20 cm layers, including ramming and dressing the surface to required levels and slopes and also including 1.50 M lifts and 30 M lead, including its loading, unloading, carriage and all labour and T&P etc. required for proper completion of work. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by E-in-Charge. | |||||
| 2Providing, 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 2 as per Technical Specification Clause 405. | |||||
| 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | |||||
| 4Providing 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 0.6 to 1-0 kg/sqm using mechanical means as per Technical Specification Clause 502 | |||||
| 5Providing and applying tack coat with bitumen VG-10 grade using bitumen distributor 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. | |||||
| 6Providing, laying and rolling of open-graded premix carpet of 20 mm thickness by mechanical means] by Hotmix Plant composed of 13.2 mm to 5.6 mm aggregates using VG-10 Grade Bitumen bitumen 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 as per Technical Specification Clause 508. | |||||
| 7Providing and laying seal coat by mechnical means with VG-10 Grade Bitumen 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 | |||||
| 8BRICK edging on both side of the road of firstclas brick 7cm wide 11cm depp laid with mud mortar including labour & Supply of bricks finished to the required template and in proer alingment and also including of dressing and ramming the excavated earth as directed by the e.i. as is 765 | |||||
| 9Excuation in Foundation in Ordinary Soil ( Loam Clay or sand) Including lift upto 1.50 meter and lead 80 m all Completion of the work (S(I No 251) Both Side Danda | |||||
| 10Supply and laying 350 mm dia R.C.C. Hume Pipe MP3 with coller 2.cm supply of all material labour and T&P complete Page No.10 S.O.R. Moradabad Chapter No.1 R.C.C. Hume Pipe | |||||
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