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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹28.6 LAdmitted-Finance | -32.32% | ₹28.6 L | L1 | Admitted-Finance |
| 2 | L2₹30.0 LAdmitted-Finance | -29.11% | ₹30.0 L | L2 | Admitted-Finance |
| 3 | L3₹30.5 LAdmitted-Finance | -27.88% | ₹30.5 L | L3 | Admitted-Finance |
| 4 | L4₹32.6 LAdmitted-Finance | -22.88% | ₹32.6 L | L4 | Admitted-Finance |
| 5 | L5₹37.1 LAdmitted-Finance | -12.33% | ₹37.1 L | L5 | Admitted-Finance |
Tender Value
₹42.3 L
EMD Value
₹84,647
Closing Date
18 May 2026, 12:00 pmClosed
EECD V
EECD V IFC Deptt Paryavaran Complex Saidulajab ND-30
Improvement of Park at Jawhar Colony in Chhatarpur Constituency AC-46.
2026_IFC_291198_1
NIT-10/2026-27/EECD-V/IFCD
Open Tender
Civil Works
90 days
Chattarpur AC-46.
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹84,647
19 May 2026
12 May 2026
18 May 2026
12 May 2026
18 May 2026
12 May 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 | 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. | 204 | Cum | 260.3 | ₹53,101.2 |
| 2 | 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. | 204 | Cum | 196 | ₹39,984 |
| 3 | 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) | 37 | Cum | 6,812 | ₹2,52,044 |
| 4 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 12 | Cum | 10,117.6 | ₹1,21,411.2 |
| 5 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | 203 | Sqm | 972 | ₹1,97,316 |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 76 | Cum | 7,132.25 | ₹5,42,051 |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor II level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | 8 | Cum | 8,526.35 | ₹68,210.8 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 5 | Cum | 8,340.85 | ₹41,704.25 |
| 9 | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately). | 449 | Sqm | 1,162.25 | ₹5,21,850.25 |
| 10 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove | 828 | metre | 75.15 | ₹62,224.2 |
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