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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.6 LAccepted-AOC | ₹34.6 L | L1 | Accepted-AOC L1 Lowest bid Accepted and L2 Highest bid Rejected |
| 2 | L2₹37.6 LRejected-Finance GRAM BAMNAULI DISTRICT BAGHPAT | BAGHPAT | UTTAR PRADESH | ₹37.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹38.2 LRejected-Finance UTTAR PRADESH | PILIBHIT | UTTAR PRADESH | 262001 | ₹38.2 L | L3 | Rejected-Finance L3 |
| 4 | L4₹38.7 LRejected-Finance GRAM JANI KHURD MEERUT | ₹38.7 L | L4 | Rejected-Finance L4 |
| 5 | L5₹39.4 LRejected-Finance | ₹39.4 L | L5 | Rejected-Finance L5 |
Tender Value
₹49 L
EMD Value
₹4.5 L
Closing Date
30 Mar 2026, 12:00 pmClosed
SE MEERUT CIRCLE PWD MEERUT
SE MEERUT CIRCLE PWD MEERUT
New construction work of the road from village Harra to Daurala-Barnawa road Shamsher Rana Tubewell to Harra Gaushala road
2026_CEMRT_1128972_1
936/11Cashier-MC CD Meerut Dt 18-03-26
Open Tender
Civil Works
180 days
EE CD PWD MEERUT
CLASS A,B,C
3 documents required · 3 mandatory
₹2,714
₹4.5 L
SE MEERUT CIRCLE PWD MEERUT
11 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 |
|---|---|---|---|---|---|
| 1Excavation for roadwork in soil using manual means for carrying of earth to embankment site with a lift upto 1.5 m and lead upto 50m as per technical specification clause 302.3 | |||||
| 2Construction of granular sub-base by providing well graded material, spreading in 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, as per MORD specification 401 | |||||
| 3Providing laying and Spreadind Material on a prepared sub Grade adding cement @2% by weight to the spreade materials manually mixing in place with rotavatorand compecting with the road Roller @ OMC to Achivethe Desired Unconfined Compressive Strength and to form a layer of Sub Base | |||||
| 4Providing laying and Spreadind Material on a prepared sub base adding cement @4% (OPC-43) by weight to the spreade materials manually mixing in place with rotavatorand compecting with the road Roller @ OMC to achivethe Desired Unconfined Compressive Strength and to form a layer of base | |||||
| 5Providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503 | |||||
| 6Providing and laying and rolling of open graded premix carpet by Manual Means of 20 mm thickness composed of 13.2 mm to 5.6 mm agregates using V.G.-10 grade bitumen bitumen to required line grade and level to serve as wearing course on previously prepared base by manual MORD specifications 508 (excluding cost of labour cess & GST) | |||||
| 7Providing and laying seal coat by manual means with 80/100 grade bitumen sealing the voids in bitumens surface laid to the specified levels grade and cross fall using type C as per Technical Specification Clause 510 (excluding cost of labour cess & GST) | |||||
| 8Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m transporting to site grading to required slope and compecting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000m as per technical specification clause 301.5 | |||||
| 9Excavation for roadwork in soil using manual means for carrying of earth to embankment site with a lift upto 1.5 m and lead upto 50m as per technical specification clause 302.3 | |||||
| 10Construction of granular sub-base by providing well graded material, spreading in 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, as per MORD specification 401 | |||||
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tech_eval.pdf
boq_comp_chart.xlsx
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