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Updated dates
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
4 Apr 2026, 3:00 pmClosed
AGMCNM
NTECL VALLUR THERMAL POWER STATION
Construction of Chemical Storage Shed - Balance Work
2026_NTECL_272532_1
CS5995R2
Open Tender
Civil Works
180 days
NTECL VALLUR
NOT APPLICABLE
8 documents required · 8 mandatory
₹1,125
NTECL
₹50,000
21 Mar 2026
21 Mar 2026
6 Apr 2026
21 Mar 2026
4 Apr 2026
26 Mar 2026
21 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 | Item Code |
|---|---|---|---|---|---|---|
| 12.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil | ||||||
| 22.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. | ||||||
| 3 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 1 | M3 | - | - | 2.25 |
| 42.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 2.26.1 All kinds of soil | ||||||
| 54.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size | ||||||
| 64.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1 Foundations, footings, bases for columns | ||||||
| 7 | 4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) | - | M2 | 1 | - | - |
| 84.12 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | ||||||
| 9 | 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 1 | M2 | - | - | 5.9.1 |
| 10 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and
cantilevers | 1 | M2 | 1 | ₹1 | 5.9.5 |
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CS5995R2TDgepnic.pdf
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NTECLBANNINGPOLICY.pdf
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FRAUD.pdf
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FQPANDDRAWINGS.pdf
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BOQ_318002.xls
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