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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.5 LAccepted-AOC ALIGARH UTTAR PRADESH | ALIGARH | UTTAR PRADESH | 202001 | ₹43.5 L | L1 | Accepted-AOC L1 Lowest bid Accepted and L2 Highest bid Rejected |
| 2 | L2₹46.4 LRejected-Finance 11 NO 14 GANGA NAGAR SARASWATI SAGAR CO GANGANAGAR | GANGANAGAR | RAJASTHAN | 335001 | ₹46.4 L | L2 | Rejected-Finance L2 |
Tender Value
₹59.6 L
EMD Value
₹5.0 L
Closing Date
25 Mar 2026, 12:00 pmClosed
SE MEERUT CIRCLE PWD MEERUT
SE MEERUT CIRCLE PWD MEERUT
New construction of road from Sanota Primary Health Centre to Jhijhadpur
2026_CEMRT_1125442_2
835/11Cashier-MC PD Meerut Dt 10-03-26
Open Tender
Civil Works - Roads
180 days
EE PD PWD MEERUT
CLASS A,B,C
3 documents required · 3 mandatory
₹2,714
₹5.0 L
SE MEERUT CIRCLE PWD MEERUT
30 Mar 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
19 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 |
|---|---|---|---|---|---|
| 1Construction 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 | |||||
| 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 2% cement (OPC) with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | |||||
| 3Providing, laying and spreading Material on a prepared Sub Base cement @ 4% by weight to the spread Material Manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desire unconfined compressive strength and to form a layer of base. | |||||
| 4Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | |||||
| 5Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 of either Type A or Type B or Type C as per Technical Specification Clause 508. | |||||
| 6Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 | |||||
| 7Reinforced cement concrete M20 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 | |||||
| 8Reinforced cement concrete M20 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 | |||||
| 9Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | |||||
| 10Bedding for Pipe (i) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | |||||
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