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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical GRAM MAKHI JANPAD UNNAO | UNNAO | UNNAO | UTTAR PRADESH | Accepted-Technical ACCEPTED |
Tender Value
₹6.1 L
EMD Value
₹12,224
Closing Date
27 Mar 2026, 10:00 amClosed
AMA
ZILA PANCHAYAT UNNAO
1. HULASI KUAN TAKIYA MARG SE SAINTA SAMPARK MARG LEPAN NAVINIKARAN KARYA
2026_UPPRD_1127557_1
171/SA.NI.Z.P.UNN82025-26/1
Open Tender
Civil Works
90 days
UNNAO
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
AMA
₹12,224
15 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. | ||||||
| 2 | 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. | 0.4 | M3 | - | - | BI01010001010000000000000515BI0100001115 |
| 3Construction 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. | ||||||
| 4Excavation 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. | ||||||
| 5Laying 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. | ||||||
| 6Providing 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. | ||||||
| 7Providing, 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. | ||||||
| 8Providing 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. | ||||||
| 9Supply & Fixing Of Inauguration Stone. | ||||||
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Tendernotice_1.pdf
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BOQ_2103074.xls
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