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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹9.5 LAccepted-AOC | ₹9.5 L | l1 | Accepted-AOC l1 |
| 2 | l2₹11.9 LRejected-Finance MEERUT CITY 18550 | 18550 | ₹11.9 L | l2 | Rejected-Finance l2 |
| 3 | Not Admitted-Fee/PreQual/Technical 11 NO 14 GANGA NAGAR SARASWATI SAGAR CO GANGANAGAR | GANGANAGAR | RAJASTHAN | 335001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
30 Mar 2026, 12:00 pmClosed
EE CD PWD MEERUT
EE CD PWD MEERUT
Reconstruction work of Rohta Road to Azampur Road
2026_CEMRT_1130031_1
349/3A DT 17-02-2026
Open Tender
Civil Works
180 days
EE CD PWD MEERUT
ABCD
3 documents required · 3 mandatory
₹856
₹1.4 L
EE CD PWD MEERUT
14 May 2026
25 Mar 2026
30 Mar 2026
25 Mar 2026
30 Mar 2026
25 Mar 2026
25 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 |
|---|---|---|---|---|---|
| 1WBM Grading-3 Providing, 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 | |||||
| 2Brick lining on both side of the road of M-150 Bricks 7cm wide 11cm deep laid with mud mortar including labour & supply of Brics finished to the required templet and in proper alignment and also including Drassing and ramming the Excavated earth by the Engineer- Incharge | |||||
| 3Providing and applying primer coat with bitumen emulsion SS-2 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. Including supply of all Material, Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. Technical Specificaton Clasue 502. | |||||
| 4Providing and applying tack coat with bitumen VG-10 grade using pressure distributor at the rate of 030 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. required for proper completion of work as per direction of Engineer-in-charge. Technical Specificaton Clasue (SI.NO. 503). | |||||
| 5Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 Bitumen 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 wheele 80-100 kn static roller capacity, finished to required level and grades to be followed by Type-C seal coat. required for proper completion of work as per direction of Engineer-in-charge. as per Technical Specification Clause. 508. | |||||
| 6Providing and laying Type-C seal coat with VG-10 bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C. required for proper completion of work as per direction of Engineer-in-charge. as per technical specification clause 510. | |||||
| 7Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 including all material, labour, taxes but excluding GST | |||||
| 8Construction of un-reinforced dowel jointed at expension and construction joint only, plain cement concrete pavement,thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregates and exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side from work (steel channel, laying and fixing of 125 micron thick polythene film , wedges,steel plates including levelling the form work as per drawing),spreading the concrete with shovels ,rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of complete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause (1501) | |||||
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