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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.1 LAdmitted-Finance 58 FRIENDS COLONY VIJAY NAGAR CHAURAHA ETAWAH | ETAWAH | ETAWAH | -0.10% | ₹21.1 L | L1 | Admitted-Finance |
| 2 | L2₹21.1 LAdmitted-Finance | -0.04% | ₹21.1 L | L2 | Admitted-Finance |
| 3 | L3₹21.1 LAdmitted-Finance | -0.02% | ₹21.1 L | L3 | Admitted-Finance |
Tender Value
₹24.9 L
EMD Value
₹49,800
Closing Date
28 Apr 2026, 11:00 amClosed
ama
zila panchayat hamirpur
LEPAN KARYA
2026_UPPRD_1135153_3
etender/hamirpur/2026-27
Open Tender
Civil Works
zila panchayat hamirpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,956
AMA
₹49,800
28 Apr 2026
10 Apr 2026
28 Apr 2026
10 Apr 2026
28 Apr 2026
10 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 |
|---|---|---|---|---|---|
| 1 | Jungle clearing technical specification clause 201 in area of non thorny jungle. | - | sqm | - | - |
| 2 | Construction 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 | - | Cum | - | - |
| 3 | Providing Laying and Consolidation of GSB compacted up to 12.5 cm in soling coat (WBM-I) by three wheel 80-100 KN static roller including hire and fuel charges also including spreading in uniform | - | Cum | - | - |
| 4 | Providing Laying and Consolidation of 45-63 mm GSB compacted up to 7.50 cm in inter coat (WBM-II) by three wheel 80-100 KN static roller including hire and fuel charges also. | - | Cum | - | - |
| 5 | Providing Laying and Consolidation of 22.4-53 mm gauge Granite stone ballast Compacted thickness up to 7.5 cm in top coats (WBM-III) by three wheel 80-100 KN static roller including hire and fuel charges also in | - | Cum | - | - |
| 6 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead up to 50 m as per Technical Specification Clause 302.3. | - | Cum | - | - |
| 7 | Laying brick soling layer on prepared sub-grade with brick on edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing as per Technical Specification Clause 412. | - | sqm | - | - |
| 8 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | Sqm | - | - |
| 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50 | - | Sqm | - | - |
| 10 | Providing, 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 | - | Sqm | - | - |
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