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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LRejected-Finance | ₹7.8 L | L1 | Rejected-Finance qualififed |
| 2 | Rejected-Technical | - | - | Rejected-Technical not qualified |
| 3 | Rejected-Technical | - | - | Rejected-Technical not qualified |
Tender Value
₹9.2 L
EMD Value
₹92,220
Closing Date
19 May 2026, 3:00 pmClosed
Chief Engineer, KNN
Chief Engineer office, KNN, Motijheel
Improvement of gali and drain from H.no-105/158 to 105/206, Shri iqbal, IAS at inspector road under ward-71 Sisamau south zone-1.
2026_NNKAN_1150335_1
590/AA-1/25-26
Open Tender
Civil Works
Percentage
45 days
ward-71
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹92,220
9 Jul 2026
18 May 2026
19 May 2026
18 May 2026
19 May 2026
18 May 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 |
|---|---|---|---|---|---|
| 1.01 | Dismentling of damage cc including stacking dismental material with in 60m distence etc all comp | 224 | sqm | 67 | ₹15,008 |
| 1.02 | Construction of GSB Etc all comp. | 28.8 | cum | 3,671 | ₹1,05,724.8 |
| 1.03 | M-150 b/w with 14 cement & Caand mortar etc all comp | 7.41 | cum | 6,600 | ₹48,906 |
| 1.04 | Cartage of earth and dimental material upto 3.00km including loading unloading esc all comp | 22.4 | cum | 116.96 | ₹2,619.9 |
| 1.05 | White Toping-construction of thin topping with plane comesi concrete (PCC-M 40 (payment over existing surface with approve grade coment at 400 kg per CUM and as per IRC SP 76 course and fine aggregate confirming to 15 383 maximum sue of aggregate not exceeding 25 mm maximum water comem ratio 40 mixed in a batching and mixing plant as per approved design transported to site lead with a fixed sleep from paver spread compacted and finished in a continuous operation including provision of construction joint joint fillet Scalent and mixtures as approved curing compound finished two lines etc and grades as per drawing | 50 | cum | 9,803.7 | ₹4,90,185 |
| 1.06 | Earth work in excavation means (hydraulic jexcavator/manual means in foundation trenches are drains (not exceeding 1.5 mtr in width or 10swm on plan ), excavation soil and disposal off sarface exavated soil as directed, within lead of 50 m. including dressing of side and ramming of bottoms, lift up to 1.5 m, including getting out the all kinds of soil. | 6.48 | cum | 215 | ₹1,393.2 |
| 1.07 | construction of gully pit as per knn design 60x.60x.75 etc all comp. | 3 | nos | 5,180 | ₹15,540 |
| 1.08 | p/f kerb stone drain ete all comp | 20 | nos | 458 | ₹9,160 |
| 1.09 | Supply/fixing and Jointing RCC hume pipe 250mm dia ete all comp. | 12 | rmt | 673.6 | ₹8,083.2 |
| 1.1 | construction of Chamber internal size 60x.60x.90 with all charges etc all comp. | 3 | nos | 7,464 | ₹22,392 |
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finance_2153821.pdf
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