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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.5 LAccepted-Finance | ₹22.5 L | L1 | Accepted-Finance Qualified for Lottery |
| 2 | L1₹22.5 LAccepted-Finance | ₹22.5 L | L1 | Accepted-Finance Qualified for Lottery |
| 3 | L2₹23.8 L+₹1.3 L (5.55%)Rejected-Finance | ₹23.8 L+₹1.3 L (5.55%) | L2 | Rejected-Finance Qualified for Lottery |
| 4 | L3₹25.0 L+₹2.5 L (11.1%)Rejected-Finance | ₹25.0 L+₹2.5 L (11.1%) | L3 | Rejected-Finance Not Qualified for Lottery |
| 5 | L3₹25.0 L+₹2.5 L (11.1%)Rejected-Finance | ₹25.0 L+₹2.5 L (11.1%) | L3 | Rejected-Finance Not Qualified for Lottery |
Tender Value
₹25.0 L
EMD Value
₹25,011
Closing Date
28 Jul 2026, 5:00 pmClosed
PA, ITDA, Nilagiri
O/O- PA, ITDA, Nilagiri, Baleshwar
Const. of CC road at UN College Sora under Sora Block.
2026_STSCD_135722_4
ITDANGR-02/2026-27
National Competitive Bid
Civil Works - Buildings
Percentage
60 days
ITDA, Nilagiri
C and B
2 documents required · 2 mandatory
₹6,000
₹25,011
Yes
22 Sept 2026
14 Jul 2026
29 Jul 2026
14 Jul 2026
28 Jul 2026
14 Jul 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 | Earth work in excavation of foundation in hard soil within 50m. initial lead & 1.5m. initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth & levelling the bed as per the direction of the Engineer-in-charge. | - | cum | - | - |
| 2 | Supplying, filling in foundation and plinth with sand,2 watered and rammed including cost, conveyance & royality and all taxces of materials cost of all labour with T & P etc completee. | 0.2 | cum | 1 | ₹0.2 |
| 3 | Cement concrete in (1:3:6) prop. by using 4cm size H.G.metal including cost, conveyance & royality etc. complete. | - | cum | - | - |
| 4 | Cement Concrete 1:2:4 with 12mm HG chips for CC road pavement | 0.2 | sqm | - | - |
| 5 | Fly Ash Brick work 1:6 mortar 10"x5"x3" | 1 | cum | - | - |
| 6 | Rigid and smooth centering & shuttering for RCC Work | 0.4 | sqm | - | - |
stage.html
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tech_eval.pdf
fin_eval.pdf
finance_601380.pdf
boq_comp_chart.xlsx
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details.html
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Tendernotice_1.pdf
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BOQ_601380.xls
BOQ • 0.45 MB
4.pdf
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