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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 2 | Accepted-Technical | Accepted-Technical ACCEPTED |
Tender Value
₹34.9 L
EMD Value
₹69,789
Closing Date
27 Mar 2026, 10:00 amClosed
AMA
ZILA PANCHAYAT UNNAO
88. MURTZANAGAR MEIN SALEEM KE GHAR KE PAS SE GRAM SAMPARK MARG NIRMAN KARYA
2026_UPPRD_1128125_1
171/SA.NI.Z.P.UNN/2025-26/88
Open Tender
Civil Works
90 days
UNNAO
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
AMA
₹69,789
16 Apr 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
27 Mar 2026
20 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | ||||||
| 2Construction 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. | ||||||
| 3Construction of granular sub-base (grading-1) 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, complete as per Technical Specification Clause 401. | ||||||
| 4 | Providing, laying, spreading and compacting stone aggregates of 45-63mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, Stone Screening Material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 0.84 | M3 | - | - | BI01010001010000000000000515BI0100001117 |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 0.2 | M3 | - | - | BI01010001010000000000000515BI0100001118 |
| 6Brick Edging/Soling with Straight Over Burnt Brick's (Class-275) Laid on Edge on both side of road including all labour T&P.as per technical specification Clause-412. | ||||||
| 7Providing 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. | ||||||
| 8Providing and applying tack coat with Bitumen (VG-10) using Bituman distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | ||||||
| 9Providing, 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(ex.cost of) seal coat of Type C as per Technical Specification Clause 508. | ||||||
| 10Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. | ||||||
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