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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-Finance | ₹4.5 L | L1 | Accepted-Finance L1 Bidder |
| 2 | L2₹4.5 L+₹2,734.80 (0.61%)Rejected-Finance | ₹4.5 L+₹2,734.80 (0.61%) | L2 | Rejected-Finance L2 Bidder |
| 3 | L3₹4.6 L+₹4,557.99 (1.01%)Rejected-Finance | ₹4.6 L+₹4,557.99 (1.01%) | L3 | Rejected-Finance L3 Bidder |
Tender Value
₹4.6 L
EMD Value
₹45,580
Closing Date
30 Mar 2026, 3:00 pmClosed
Chief Engineer, KNN
Chief Engineer Office, KNN, Motijheel
Reapairing work of lanes by C.C. patch at various places under ward-108 zone-04
2026_NNKAN_1130193_1
821/AA-4/25-26
Open Tender
Civil Works
Percentage
30 days
ward-108
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
₹45,580
24 Apr 2026
25 Mar 2026
30 Mar 2026
25 Mar 2026
30 Mar 2026
25 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 |
|---|---|---|---|---|---|
| 1Dismantling of cement concrete or brick or granolithic floors including base concrete and including stacking of materials as directed by engg. i/c. within a distance of 60mtr. | |||||
| 2Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5 m in width as well 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m ,as directed by engg-in-charge:2.1.1 All kinds of soil. | |||||
| 3Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering - All work up to the plinth level in 1:4:8 (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 200 mm nominal size | |||||
| 4Providing, laying and jointing of 300mm dia R.C.C. NP-2 hume pipe with all charges complete. | |||||
| 5Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand) | |||||
| 6Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortor grader on prepared surface, mixing by mixin place method with rotovator at OMC and compacting with viberatory roller to achieve the desired density as per clause 401. | |||||
| 7Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering - All work up to the plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) : 3 graded stone aggregate 200 mm nominal size | |||||
| 8Construction of manhole chamber of 0.60x0.60x0.90m internal size with b/w, plaster, cover, C.I. sheet, labour T&P etc required for proper completion of work. | |||||
| 9Construction of gullypit of 0.60x0.60x0.75 m internal size with jali, labour, T&P etc, required for proper completion of work. | |||||
| 10Disposal of morrum/building rubbish/malwa/similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10.00km distance with all charge complete. | |||||
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