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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.7 LAccepted-Finance | 1 | Accepted-Finance The rate quoted found lowest compare to other participants | |
| 2 | 2₹8.7 L+₹712.50 (0.08%)Rejected-Finance | 2 | Rejected-Finance The rate quoted is higher than L1 | |
| 3 | 3₹8.9 L+₹19,095 (2.19%)Rejected-Finance | 3 | Rejected-Finance The rate quoted is higher than L1 | |
| 4 | Not Admitted-Fee/PreQual/Technical 132 MG ROAD GOAL GHAR PORT BLAIR PIN 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | T USMAN L2 | SARASWATHI CONSTRUCTIONS L3 | BUILDEX GROUP L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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 kind of soil. | 76.95 | CBM | 500 ₹38,475 Lowest | 500 ₹38,475 Lowest | 500 ₹38,475 Lowest |
| 2.00 | 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. | 3.74 | CBM | 350 ₹1,309 Lowest | 350 ₹1,309 Lowest | 350 ₹1,309 Lowest |
| 3.00 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. | 4.56 | CBM | 4,500 ₹20,520 Lowest | 4,500 ₹20,520 Lowest | 4,500 ₹20,520 Lowest |
| 4.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size). Bed, Protection wall | 36.77 | CBM | 13,500 ₹4,96,327.5 Lowest | 14,000 ₹5,14,710 | 13,500 ₹4,96,327.5 Lowest |
| 5.00 | 1:3:6 (1 cement : 3 fine sand : 6 graded stone aggregate 40 mm nominal size). Bed | 4.56 | CBM | 13,000 ₹59,280 Lowest | 13,000 ₹59,280 Lowest | 13,000 ₹59,280 Lowest |
| 6.00 | Centring and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns. | 14.25 | SQM | 600 ₹8,550 | 600 ₹8,550 | 550 ₹7,837.5 Lowest |
| 7.00 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. Protection wall, Drain wall | 176.7 | SQM | 950 ₹1,67,865 Lowest | 950 ₹1,67,865 Lowest | 950 ₹1,67,865 Lowest |
| 8.00 | Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes 75 mm diameter | 18 | MTR | 230 ₹4,140 Lowest | 230 ₹4,140 Lowest | 230 ₹4,140 Lowest |
| 9.00 | 12 mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) Protection wall, Drain wall, Drain | 139.65 | SQM | 550 ₹76,807.5 Lowest | 550 ₹76,807.5 Lowest | 550 ₹76,807.5 Lowest |
Tender Value
Refer Docs
EMD Value
₹21,853
Closing Date
27 Aug 2026, 11:00 amClosed
Director, FTI
Office of the Director, FTI, Wimberlygunj
Protection of the Existing Compound Wall at Forest Training Institute Wimberlygunj Sub Work Construction of Retaining Wall and drain for a length 57 Mtr
2026_DFTIW_24153_1
ANFTI/G-55/2024-25/284
Open Tender
Civil Works - Others
Works
120 days
FTI, Wimberlygunj
Please refer Tender documents
4 documents required · 4 mandatory
₹0
₹21,853
28 Aug 2026
10 Aug 2026
27 Aug 2026
10 Aug 2026
27 Aug 2026
10 Aug 2026
| 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 kind of soil. | - | CBM | 100 | - |
| 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. | - | CBM | 10 | - |
| 3 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. | 1 | CBM | 10 | ₹9.99 |
| 4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size). Bed, Protection wall | - | CBM | 10 | - |
| 5 | 1:3:6 (1 cement : 3 fine sand : 6 graded stone aggregate 40 mm nominal size). Bed | 1 | CBM | 10 | ₹9.99 |
| 6 | Centring and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns. | - | SQM | 10 | - |
| 7 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. Protection wall, Drain wall | 1 | SQM | 10 | ₹9.99 |
| 8 | Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes 75 mm diameter | - | MTR | 10 | - |
| 9 | 12 mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) Protection wall, Drain wall, Drain | - | SQM | 10 | - |
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