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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ok |
| 2 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.3 Cr
EMD Value
₹2.3 L
Closing Date
10 Sept 2026, 2:00 pmClosed
Executive Engineer
Executive Engineer West Division APHWCL
C/o Type-III-4 Nos Quarters at Hapoli
2026_APP_3669_1
APH/EC/EE(W)/E-NIT/2025-26/04
Open Tender
Civil Works
Item Rate
Hapoli
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
Executive Engineer West Division APHWCL
₹2.3 L
Executive Engineer West Division APHWCL
16 Sept 2026
4 Sept 2026
11 Sept 2026
4 Sept 2026
10 Sept 2026
4 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing RCC work including stacking of steel bars and disposal of un-serviceable materials within 50 metres lead. | 44.84 | cum | 100 | ₹4,484 |
| 2 | Dismantling GI sheet roofing including ridges, hips, valleys and gutters etc and stacking the material within 50 m lead. | 416.51 | Sqm | 100 | ₹41,651 |
| 3 | Demolishing brick work in cement mortar including stacking of serviceable material and disposal of unserveable material within 50 metres lead. | 61.92 | Cum | 10 | ₹619.2 |
| 4 | Dismantling wood work of sectional area 40 Sq.cm. and above wrought, framed and fixed in frames, other frames and trusses including stacking the material within 50 m lead. | 31.05 | Cum | 10 | ₹310.5 |
| 5 | Dismanling doors, Windows and clereystory windows (steel or wood) shutters including chowkhats, architrave, hold fast etc complete and stacking within 50 m lead. A) of area 3 Sqm and below. | 24 | Each | 10 | ₹240 |
| 6 | Earth work in rough excavation,banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonne and dressing up in embankd banks, marginal banks and guide banks filling up grounddepressions lead upto 50mm and lift upto 1.50m. for site development A). Ordinary Soil @ 70% | 1,350 | Cum | 10 | ₹13,500 |
| 7 | Hard Soil/Ordinary Rock | 405 | Cum | 10 | ₹4,050 |
| 8 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. | 189.01 | Cum | 10 | ₹1,890.1 |
| 9 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. | 113.4 | Cum | 10 | ₹1,134 |
| 10 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. (Foundation) | 12.54 | Cum | 10 | ₹125.4 |
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