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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹14.9 LAccepted-Finance | ₹14.9 L | l1 | Accepted-Finance l1 |
| 2 | l2₹15.3 LRejected-Finance | ₹15.3 L | l2 | Rejected-Finance l2 |
| 3 | l3₹15.6 LRejected-Finance 183 BHARMPURI MEERUT | ₹15.6 L | l3 | Rejected-Finance l3 |
| 4 | l4₹15.7 LRejected-Finance MEERUT CITY 18550 | 18550 | ₹15.7 L | l4 | Rejected-Finance l4 |
| 5 | l5₹16.5 LRejected-Finance 16 B SHIV ENCLAVE COLONY ROORKEE ROAD LAWAR ROAD MEERUT | ₹16.5 L | l5 | Rejected-Finance l5 |
Tender Value
₹28 L
EMD Value
₹2.8 L
Closing Date
16 Apr 2026, 12:00 pmClosed
EE CD PWD MEERUT
EE CD PWD MEERUT
Reconstruction work of village Deoli Kheda alias Jainpur to talab ke kinare Mainaputthi-Jasad road
2026_CEMRT_1134558_1
349/3A DT 17-02-2026
Open Tender
Civil Works
180 days
EE CD PWD MEERUT
ABCD
3 documents required · 3 mandatory
₹944
₹2.8 L
EE CD PWD MEERUT
22 Apr 2026
9 Apr 2026
16 Apr 2026
9 Apr 2026
16 Apr 2026
9 Apr 2026
9 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Construction 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 | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 2 | Providing 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 | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 3 | Providing 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 | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
| 4 | Providing 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) | - | sqm | - | - | BI01010001010000000000000515BI0100001123 |
| 5 | Providing 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) | - | sqm | - | - | BI01010001010000000000000515BI0100001124 |
| 6 | Construction 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 | - | cum | - | - | BI01010001010000000000000515BI0100001125 |
| 7 | Excavation 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 | - | cum | - | - | BI01010001010000000000000515BI0100001126 |
| 8 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | - | cum | - | - | BI01010001010000000000000515BI0100001127 |
| 9 | Cost of 350mm dia NP-3 Class hume pipe. | - | Rm | - | - | BI01010001010000000000000515BI0100001128 |
| 10 | Add cost of cement and spun yarn for filling of joints . | - | Nos | - | - | BI01010001010000000000000515BI0100001129 |
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