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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | ₹3.5 L | L1 | Accepted-AOC AOC issue |
| 2 | L2₹3.5 LRejected-Finance | ₹3.5 L | L2 | Rejected-Finance L2 Bidder |
Tender Value
₹3.5 L
EMD Value
₹35,394
Closing Date
30 Mar 2026, 3:00 pmClosed
Chief Engineer, KNN
Chief Engineer Office, KNN, Motijheel
Laying of water drainage pipe from house no.-100/455 to 100/473 under ward-97 zone-04.
2026_NNKAN_1130207_1
225/AA-4/25-26
Open Tender
Civil Works
30 days
ward-97
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
₹35,394
3 Jun 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 by mechanical means (Hydraulic excavator)/manual means foundation trenches or drain (not exceeding 1.5m in width or 10sqm on plan), excavated soil and disposal of surplus excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m including dressing and sides and ramming of bottoms, lift upto 1.50m including getting out the 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 | |||||
| 8Additional of non metallic C.C. surface hardner etc all complete. | |||||
| 9Construction 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. | |||||
| 10Cartage of materials by head load up to 90.0mtr distance including loading/unloading with all charges complete. | |||||
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_2108423.pdf
boq_comp_chart.xlsx
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details.html
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Tendernotice_1.pdf
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BOQ_2108423.xls
BOQ • 0.35 MB
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