Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | -25.88% | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 CrAdmitted-Finance | -23.56% | ₹1.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.5 CrAdmitted-Finance | -21.17% | ₹1.5 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.5 CrAdmitted-Finance | -17.99% | ₹1.5 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.6 CrAdmitted-Finance | -13.33% | ₹1.6 Cr | L5 | Admitted-Finance |
Tender Value
₹1.9 Cr
EMD Value
₹3.7 L
Closing Date
3 Jun 2026, 12:00 pmClosed
EECD V
EECD V IFC Deptt Payavaran Complex, Saidulajab ND -30
Improvement of Main Road and footpath at Asola Housing Complex in Chattarpur Assembly AC-46.
2026_IFC_292042_1
NIT No.14/26-27/EECD -V/ACS
Open Tender
Civil Works
120 days
Chhatarpur-46
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹3.7 L
5 Jun 2026
26 May 2026
3 Jun 2026
26 May 2026
3 Jun 2026
26 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Providing and laying Crates made of Mesh type 10x12 (D=100 mm) Zn+PVC coated. Mesh wire diameter 2.70/3.70 mm (ID/OD) as approved by Engineer-in-Charge. | 7,598 | Sqm | 595.25 | ₹45,22,709.5 | 4591 |
| 2 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg I sqm. | 7,598 | Sqm | 60.5 | ₹4,59,679 | 3898 |
| 3 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder,transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 570 | Cum | 8,505.65 | ₹48,48,220.5 | - |
| 4 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications:- On bituminous surface @ 0.50 Kg I sqm | 7,598 | Cum | 48.2 | ₹3,66,223.6 | - |
| 5 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate)prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 380 | Cum | 12,126.2 | ₹46,07,956 | - |
| 6 | 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. | 23 | Cum | 260.3 | ₹5,986.9 | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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) | 45 | Cum | 6,812 | ₹3,06,540 | - |
| 8 | Providing and laying at or near ground level factory made kerb stone of M-25 grade from recycled C&D Plant 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 to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 19 | Cum | 8,207.95 | ₹1,55,951.05 | - |
| 9 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade from recycled C&D plant 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. | 336 | Sqm | 830.9 | ₹2,79,182.4 | - |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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) | 4 | Cum | 8,340.85 | ₹33,363.4 | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.46 MB
BOQ_387668.xls
BOQ • 0.78 MB
Download all tender documents and submit your bid