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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-Finance | ₹1.9 Cr | L1 | Accepted-Finance Being L1 |
| 2 | L2₹2.1 CrAccepted-Finance | ₹2.1 Cr | L2 | Accepted-Finance Being L2 |
Tender Value
₹1.9 Cr
EMD Value
₹3.7 L
Closing Date
29 Apr 2026, 3:00 pmClosed
Executive Engineer
O/o EE CD APWD Kamorta
Construction of 01 No. Computer, 01 No. Library and 01 No. Art Room at Govt. Sec School Kuitasuk, Chowra under Samagra Shiksha 4th call
2026_APWD_22702_1
04/NIT(KMT)/SE/CN/2025-26
Open Tender
Civil Works - Buildings
420 days
Chowra
Please refer to tender document
8 documents required · 8 mandatory
₹0
₹3.7 L
Yes
4 May 2026
16 Apr 2026
29 Apr 2026
16 Apr 2026
29 Apr 2026
16 Apr 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 |
|---|---|---|---|---|---|---|
| 1Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | ||||||
| 1.1 | All kinds of soil. | - | cum | - | - | Item No. 02 |
| 2Filling 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 and for all lif. | ||||||
| 3Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | ||||||
| 4Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth | ||||||
| 4.1 | a) 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - | Item No. 06 |
| 4.2 | b) 1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - | Item No. 07 |
| 5Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) | ||||||
| 6Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | ||||||
| 7Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | ||||||
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