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Tender Value
₹55 L
EMD Value
₹4.8 L
Closing Date
18 Jun 2026, 3:00 pm3d left
Chief Engineer, KNN
Chief Engineer Office, KNN, Motijheel
Improvement work by white-topping on the lane stretching from the BNSD School main gate to Lakdamandi Road under ward 03, Chunniganj Zone 04.
2026_NNKAN_1160159_1
301/AA-4/26-27
Open Tender
Civil Works
120 days
ward-03
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,009
₹4.8 L
13 Jun 2026
13 Jun 2026
18 Jun 2026
13 Jun 2026
18 Jun 2026
13 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismentalling of B.O.E soling/lnter locking tiles Including Stacking of servicable material and disposal of unservlcable material within a lead of 50m as erdjrectlon of El/C Labour only | 643.72 | Sqm | 11 | ₹7,080.92 | BI01010001010000000000000515BI0100001139 |
| 2 | Earth 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. | 243.82 | Cum | 174 | ₹42,424.68 | BI01010001010000000000000515BI0100001140 |
| 3 | Desilting of open nala in liquid or mud in foul position including lift up to 1.5m etc all complete. | 36.78 | Cum | 180 | ₹6,620.4 | BI01010001010000000000000515BI0100001141 |
| 4 | Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering - All work up to the plinth level in 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 200 mm nominal size | 6.13 | Cum | 6,750 | ₹41,377.5 | BI01010001010000000000000515BI0100001142 |
| 5 | Brick 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)(SOR-Ch no.6-1-6.1.1) | 43.81 | Cum | 6,600 | ₹2,89,146 | BI01010001010000000000000515BI0100001143 |
| 6 | 12mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) | 639.6 | Sqm | 200 | ₹1,27,920 | BI01010001010000000000000515BI0100001144 |
| 7 | Construction 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. | 250.02 | Cum | 3,676 | ₹9,19,073.52 | BI01010001010000000000000515BI0100001145 |
| 8 | Providing and laying of 125micron plastic sheet etc all complete. | 2,145.73 | Sqm | 18 | ₹38,623.14 | BI01010001010000000000000515BI0100001146 |
| 9 | Cement concrete pavement construction f un-reinforced, dowel jointed, plain cement concrete pavement over a prepaed with grade cement @ 430 kg per cum, coarse and fine aggregate condorming to IS 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and cixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuos operation including provision of contraction, expansion, construction and longitudinal joints, joint filler separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tierod, admixtures as approved, curing compound, finishing to lined grades as per drawing | 265.81 | Cum | 9,803.54 | ₹26,05,878.97 | BI01010001010000000000000515BI0100001147 |
| 10 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, durability as per direction of the Engineer-in-charge.
Note: 1) Excess/less cement used than specified in this item is payable/ recoverable separately.
M-30 grade plain cement concrete (cement content considered @ 340Kg/cum) | 44.8 | Cum | 8,538.54 | ₹3,82,526.59 | BI01010001010000000000000515BI0100001148 |
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