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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹19.8 LAccepted-AOC | ₹19.8 L | L-1 | Accepted-AOC Qualified as L-1 Bidder |
| 2 | L-2₹20.2 L+₹35,490.08 (1.79%)Rejected-Finance 138 NAMGHAR PATH BARTILA BARBARI VIP ROAD GUWAHT 36 ASSAM | 360000 | ₹20.2 L+₹35,490.08 (1.79%) | L-2 | Rejected-Finance Financially Disqualified |
| 3 | Not Admitted-Fee/PreQual/Technical MOHANPUR HOUSE NO 0 CITY TOWN HAILAKANDI P O ALGAPUR P S HAILAKANDI DIST HAILAKANDI PIN 788150 | HAILAKANDI | ASSAM | 788150 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically disqualified. please refer to the technical evaluation minutes |
| 5 | Rejected-Technical VILL P O JAGGERA PS BELSOR DIST NALBARI ASSAM DHUBRI 781310 | JAGGERA | NALBARI | ASSAM | 781310 | - | - | Rejected-Technical Technically disqualified. Please refer to the Technical Evaluation Minutes |
| Sl No | Description | Qty | Unit | Jiban Gogoi L2 | Karabi Bora Devi L1 |
|---|---|---|---|---|---|
| 1.00 | Civil Work
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. 2.8.1 All kinds of soil. | 54.27 | m3 | 286 ₹15,521.22 | 281.71 ₹15,288.4 Lowest |
| 2.00 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). 2.16.1 Depth not exceeding 1.5 m | 90 | m² | 132 ₹11,880 | 130.02 ₹11,701.8 Lowest |
| 3.00 | Depth exceeding 1.5 m but not exceeding 3 m | 18 | m² | 145 ₹2,610 | 142.83 ₹2,570.94 Lowest |
| 4.00 | Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. Brick on flat soling. | 180.91 | m² | 500 ₹90,455 | 492.5 ₹89,098.18 Lowest |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.8 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) | 3.99 | m3 | 4,715.6 ₹18,815.24 | 4,644.87 ₹18,533.03 Lowest |
| 6.00 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 7.31 | m3 | 7,365.15 ₹53,839.25 | 7,254.67 ₹53,031.64 Lowest |
| 7.00 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | 31.91 | m2 | 855.9 ₹27,311.77 | 843.06 ₹26,902.04 Lowest |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 35 | m² | 307.95 ₹10,778.25 | 303.33 ₹10,616.55 Lowest |
| 9.00 | Suspended floors, roofs, landings, balconies and access platform | 5.51 | m2 | 766.55 ₹4,223.69 | 755.05 ₹4,160.33 Lowest |
| 10.00 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 113.39 | m2 | 608.35 ₹68,980.81 | 599.22 ₹67,945.56 Lowest |
Tender Value
₹20.1 L
EMD Value
₹40,194
Closing Date
25 Jun 2026, 4:00 pmClosed
Sr SP cum F and ESA
Oo the Director of F and ES Assam Panbazar Ghy
Construction of Assam Type Workshop at 2nd Company Hqrs of SDRF Bn at Kathal in Cachar district
2026_FESA_52617_1
eCF No. 508658/15 Dated 03.06.2026
Open Tender
Civil Works - Building
Item Rate
365 days
Kathal in Cachar district
Please refer to the Bid Document
5 documents required · 5 mandatory
₹400
₹40,194
Yes
Oo the Director of F and ES Assam Guwahati
3 Aug 2026
4 Jun 2026
25 Jun 2026
4 Jun 2026
25 Jun 2026
4 Jun 2026
9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil Work
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. 2.8.1 All kinds of soil. | 54.27 | m3 | 100 | ₹5,427 |
| 2 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). 2.16.1 Depth not exceeding 1.5 m | 90 | m² | 100 | ₹9,000 |
| 3 | Depth exceeding 1.5 m but not exceeding 3 m | 18 | m² | 100 | ₹1,800 |
| 4 | Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. Brick on flat soling. | 180.91 | m² | 100 | ₹18,091 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.8 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) | 3.99 | m3 | 100 | ₹399 |
| 6 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 7.31 | m3 | 10 | ₹73.1 |
| 7 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | 31.91 | m2 | 10 | ₹319.1 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 35 | m² | - | - |
| 9 | Suspended floors, roofs, landings, balconies and access platform | 5.51 | m2 | - | - |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 113.39 | m2 | - | - |
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