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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.0 LAccepted-Finance | 1 | Accepted-Finance The rate quoted is found lowest as compare to other participants | |
| 2 | 2₹17.0 L+₹3,763.20 (0.22%)Rejected-Finance 132 MG ROAD GOAL GHAR PORT BLAIR PIN 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | 2 | Rejected-Finance The rate quoted is higher than L1 | |
| 3 | 3₹17.4 L+₹37,343.25 (2.20%)Rejected-Finance | 3 | Rejected-Finance The rate quoted is higher than L1 | |
| 4 | 4₹17.9 L+₹85,298.77 (5.02%)Rejected-Finance | 4 | Rejected-Finance The rate quoted is higher than L1 | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-The bidder has failed to submit the original (EMD) as required in the tender conditions. |
| Sl No | Description | Qty | Unit | Abdul Gafoor H1 | CRESCENT CONSTRUCTION H3 | KMS CONSTRUCTION H2 | T USMAN H4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. bituminous portion | 18.9 | cbm | 3,000 ₹56,700 Lowest | 6,000 ₹1,13,400 | 6,450 ₹1,21,905 | 6,000 ₹1,13,400 |
| 2.00 | Surface dressing on old surface with hot bitumen of grade VG - 10 of approved quality using 1.95 kg of bitumen per sqm. with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface including consolidation with road roller of 6 to 8 tonne capacity, etc. complete. | 63 | sqm | 425 ₹26,775 Lowest | 600 ₹37,800 | 600 ₹37,800 | 600 ₹37,800 |
| 3.00 | 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 / sqm. | 797.07 | sqm | 92 ₹73,330.44 | 70 ₹55,794.9 Lowest | 85 ₹67,750.95 | 70 ₹55,794.9 Lowest |
| 4.00 | Providing and laying Dense Graded Bituminous Macadam 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 equipped 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 specifications and directions of Engineer-in-Charge . 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 59.78 | cbm | 16,200 ₹9,68,436 | 14,000 ₹8,36,920 Lowest | 14,000 ₹8,36,920 Lowest | 14,000 ₹8,36,920 Lowest |
| 5.00 | 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100 sqm. and 52 kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2 mm and 11.2mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete.(tack coat to be paid for separately) : With paving Asphalt grade VG - 30 with no solvent | 797.07 | sqm | 399 ₹3,18,030.93 | 380 ₹3,02,886.6 | 375 ₹2,98,901.25 Lowest | 380 ₹3,02,886.6 |
| 6.00 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road roller all complete. | 797.07 | sqm | 300 ₹2,39,121 | 250 ₹1,99,267.5 Lowest | 275 ₹2,19,194.25 | 250 ₹1,99,267.5 Lowest |
| 7.00 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | 9.41 | cbm | 10,000 ₹94,080 | 10,200 ₹95,961.6 | 9,900 ₹93,139.2 | 9,800 ₹92,198.4 Lowest |
| 8.00 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats). | 30.76 | sqm | 280 ₹8,612.8 Lowest | 2,000 ₹61,520 | 2,000 ₹61,520 | 2,000 ₹61,520 |
Tender Value
Refer Docs
EMD Value
₹42,644
Closing Date
7 Oct 2025, 11:00 amClosed
Director, FTI
Office of the Director, Forest Training Institute, Wimberlygunj
Repair and maintenance of Existing Bituminous Road at FTI, Wimberlygunj
2025_DFTIW_20030_1
ANFTI/G-58/2025-26/316 dt. 22/09/2025
Open Tender
Civil Works - Roads
Works
180 days
FTI, Wimberlygunj
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹42,644
Yes
9 Oct 2025
22 Sept 2025
7 Oct 2025
22 Sept 2025
7 Oct 2025
22 Sept 2025
Amount
Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. bituminous portion
Surface dressing on old surface with hot bitumen of grade VG - 10 of approved quality using 1.95 kg of bitumen per sqm. with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface including consolidation with road roller of 6 to 8 tonne capacity, etc. complete.
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 / sqm.
Providing and laying Dense Graded Bituminous Macadam 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 equipped 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 specifications and directions of Engineer-in-Charge . 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100 sqm. and 52 kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2 mm and 11.2mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete.(tack coat to be paid for separately) : With paving Asphalt grade VG - 30 with no solvent
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road roller all complete.
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats).
KMS CONSTRUCTION (BID ID -59197)
CRESCENT CONSTRUCTION (BID ID -59236)
T USMAN (BID ID -59207)
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