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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 LAccepted-AOC | ₹10.2 L | L1 | Accepted-AOC AOC issue |
| 2 | L1₹10.2 LRejected-Finance | ₹10.2 L | L1 | Rejected-Finance Rejected in Lottery |
| 3 | L1₹10.2 LRejected-Finance | ₹10.2 L | L1 | Rejected-Finance Rejected in Lottery |
| 4 | L1₹10.2 LRejected-Finance | ₹10.2 L | L1 | Rejected-Finance Rejected in Lottery |
| 5 | L1₹10.2 LRejected-Finance | ₹10.2 L | L1 | Rejected-Finance Rejected in Lottery |
Tender Value
₹12.0 L
EMD Value
₹1.2 L
Closing Date
30 Mar 2026, 3:00 pmClosed
Chief Engineer, KNN
Chief Engineer Office, KNN, Motijheel
Construction work of footpath by interlocking at Ram Park and Bharat park under ward-49 zone-04
2026_NNKAN_1130181_1
736/AA-4/25-26
Open Tender
Civil Works
Percentage
60 days
ward-49
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹1.2 L
13 May 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 |
|---|---|---|---|---|---|
| 1Dismentaling of B.O.E. soling/ interlocking tiles including stacking of sevicable material and disposal of unsevicable material within a lead of 50m as per deirection of EI/C (Labour only) | |||||
| 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 and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1cement : 3 coarser sand) including making joints with or without grooves (thickness of joints except ar sharp curve shall not to more than 5mm) including making drainage, opening wherever required complete etc. as per direction of Engg-in-charge (Length of finished kerb shall be measured for payment) | |||||
| 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. | |||||
| 7Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, cuvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of engg-in-charge.(Old CC paver blocks shall be supplied by the department free of cost) | |||||
| 8Providing & laying of Rubber moulde Interlocking Concrete block pavement with 80m thick ICBP (75% Gray & 25% Red/Yello colored) having strength not less than 30KN/SQ complete as per technical specification Clau 1500. | |||||
| 9Raising manhole by dismantling & refixing of manhole cover & frame including dimantling C.C. and C.C. work in 1:2:4 but excluding brick work which taken separately and all completion of work. | |||||
| 10Construction 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. | |||||
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