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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹40.4 LAdmitted-Finance | -30.70% | ₹40.4 L | L1 | Admitted-Finance |
| 2 | L2₹44.4 LAdmitted-Finance | -23.89% | ₹44.4 L | L2 | Admitted-Finance |
| 3 | L3₹45.0 LAdmitted-Finance | -22.77% | ₹45.0 L | L3 | Admitted-Finance |
| 4 | L4₹47.2 LAdmitted-Finance | -18.99% | ₹47.2 L | L4 | Admitted-Finance |
| 5 | L5₹47.5 LAdmitted-Finance | -18.55% | ₹47.5 L | L5 | Admitted-Finance |
Tender Value
₹58.3 L
EMD Value
₹1.2 L
Closing Date
13 Apr 2026, 12:00 pmClosed
EECD V
EECD V IFC Deptt Paryavaran Complex Saidulajab ND-30
Improvement of Shamshan Ghat at Adchini village in Malviya nagar Assembly Constituency (AC-43).
2026_IFC_289574_1
NIT-2/2026-27/EECD-V/IFCD
Open Tender
Civil Works
120 days
Malviya Nagar-43
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.2 L
21 Apr 2026
6 Apr 2026
13 Apr 2026
6 Apr 2026
13 Apr 2026
6 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 |
|---|---|---|---|---|---|
| 1 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 161 | Sqm | - | - |
| 2 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar | 78.15 | cum | - | - |
| 3 | 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. All kinds of soil. | 50 | cum | - | - |
| 4 | 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. | 35 | Cum | - | - |
| 5 | Supply of Earth Including royality,excavation,Loading & unloading and carriag by mechnical transport lad upto 5 K.M banking excavatd earth in laying not exceeding 20 cm in depth,breaking clods, watering,rolling each layer with 1/2 tonne rollr or wooden or stel rammers,and rolling every with power roller of minimum 8 tonnes and dressing up in mbankments for roads flood banks, marginal banks and guide banks or filling up ground depressions and lift upto 1.5 m in all kind of soil. | 281 | Cum | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 32 | cum | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 10 | cum | - | - |
| 8 | Stone work (machine cut edges in veneer work) for wall lining upto 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including grinding with hand grinder on joints, rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately). Prepolished kota stone slabs on exposed face. (25 mm thick) | 609 | sqm | - | - |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | 29 | cum | - | - |
| 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) sqm 263.10 | 72 | sqm | - | - |
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