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Tender Value
₹38 L
EMD Value
₹3.8 L
Closing Date
18 Jun 2026, 3:00 pm3d left
Chief Engineer, KNN
Chief Engineer Office, KNN, Motijheel
Construction of C.C. lane in spanning from Idgah Colony Block No. 1 to the Primary School and from House No. 8/56 to 8/42 under Ward 15 Makrabartganj Zone-4,
2026_NNKAN_1159934_1
223/AA-4/26-27
Open Tender
Civil Works
90 days
ward-15
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,808
₹3.8 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 | Dismantling 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. | 1,400.85 | Sqm | 67 | ₹93,856.95 | 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. | 45 | Sqm | 174 | ₹7,830 | BI01010001010000000000000515BI0100001140 |
| 3 | 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) | 1 | Cum | 6,600 | ₹6,600 | BI01010001010000000000000515BI0100001141 |
| 4 | Providing 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) | 60 | Cum | 458 | ₹27,480 | BI01010001010000000000000515BI0100001142 |
| 5 | 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. | 212.23 | Rmt | 3,676 | ₹7,80,157.48 | BI01010001010000000000000515BI0100001143 |
| 6 | Providing and laying of 125micron plastic sheet etc all complete. | 2,028 | Rmt | 18 | ₹36,504 | BI01010001010000000000000515BI0100001144 |
| 7 | Additional of non metallic C.C. surface hardner etc all complete. | 1,085 | Sqm | 96.25 | ₹1,04,431.25 | BI01010001010000000000000515BI0100001145 |
| 8 | 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) : 3 graded stone aggregate 200 mm nominal size | 186.7 | Nos | 7,160 | ₹13,36,772 | BI01010001010000000000000515BI0100001146 |
| 9 | 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) | 70.7 | Rmt | 8,538.54 | ₹6,03,674.78 | BI01010001010000000000000515BI0100001147 |
| 10 | Construction of gullypit of 0.60x0.60x0.75 m internal size with jali, labour, T&P etc, required for proper completion of work. | 6 | Nos | 5,180 | ₹31,080 | BI01010001010000000000000515BI0100001148 |
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