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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.8 LAccepted-AOC GRAM JANI KHURD MEERUT | ₹34.8 L | L1 | Accepted-AOC L1 Lowest bid Accepted and L2 Highest bid Rejected |
| 2 | L2₹36.0 LRejected-Finance 784 | ₹36.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹36.9 LRejected-Finance | ₹36.9 L | L3 | Rejected-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical G P G F 210 ANSAL MEERUT | MEERUT | UTTAR PRADESH | 245206 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹44 L
EMD Value
₹4.2 L
Closing Date
30 Mar 2026, 12:00 pmClosed
SE MEERUT CIRCLE PWD MEERUT
SE MEERUT CIRCLE PWD MEERUT
New construction work of Andravali road from Gram Mahal
2026_CEMRT_1128972_3
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
₹4.2 L
SE MEERUT CIRCLE PWD MEERUT
12 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 | |||||
| 2Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | |||||
| 3Laying of hume pipe in position ( Labor only) including labour and T & P etc. required for completion of the work. | |||||
| 4M-150 brick work in 1:4 cement and coarse sand mortor in foundation and plinth | |||||
| 5Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | |||||
| 6Cost of 350mm dia NP-3 Class hume pipe. | |||||
| 7Construction 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 | |||||
| 8Construction 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 | |||||
| 9Providing laying and Spreadind Material on a prepared sub base adding cement @4% 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 | |||||
| 10Providing 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 | |||||
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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BOQ_2105898.xls
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