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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.3 LAdmitted-Finance | -19.88% | ₹3.3 L | L1 | Admitted-Finance |
| 2 | L2₹3.3 LAdmitted-Finance | -19.00% | ₹3.3 L | L2 | Admitted-Finance |
Tender Value
₹4.9 L
EMD Value
₹9,760
Closing Date
13 Jun 2026, 6:00 pmClosed
EE PWD Dn Deeg
EE PWD Dn Deeg
CC Sadak Nirman Karya Jagveer S/o Shri Sodan Singh ke Makan se Mahveer Singh S/o Shri Sukharam ke Hohre ki or, Gram Korer
2026_CEPWD_565579_1
NIT No. 04/2026-27(4) PWD Dn. Deeg
Open Tender
Civil Works
60 days
Deeg
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
a
₹9,760
Yes
24 Jun 2026
8 Jun 2026
15 Jun 2026
8 Jun 2026
13 Jun 2026
8 Jun 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 | CIVIL WORKS | - | - | - | - |
Clearing 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 MoRTH Specification Clause 201. By Mechanical Means
In area of non-thorny jungle | - | Hect | 12,513 | - | |
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 & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404.Using Crusher Broken Aggregate By Mechanical Means | - | cum | 928 | - | |
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all
required equipments (Dowel Bars will be paid seprately) | - | Sqm | 4,811 | - |
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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details.html
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Tendernotice_1.pdf
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orders.pdf
Tender Documents • 23.27 MB
BOQ_1006441.xls
BOQ • 0.23 MB
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