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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹49.0 LAccepted-AOC A 4 SUNRISE APARTMENT BAGHARBORI PANJABARI GUWAHATI 37 | GUWAHATI | KAMRUP METRO | ASSAM | 781037 | 1 | Accepted-AOC Substantially technically responsive bidder |
| Sl No | Description | Qty | Unit | STANDARD CREATION L1 |
|---|---|---|---|---|
| 1.00Providing and laying in position RCC Post for Chain Link Fencing at the following nurseries: Charihabil Nursery - 205 Posts for 510m fencing @2.5m interval Namdang Nursery - 206 Posts for 512m fencing @2.5m interval | ||||
| 1.01 | 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.
Do for foundation- 411 x 0.45m x 0.45m x 0.6m | 49.94 | cum | 286.85 ₹14,324.43 Lowest |
| 1.02 | Dry brick pitching half brick thick in drains, etc., including supply of bricks and preparing the surface complete: 16.12.1 With common burnt clay F.P.S. (non-modular) bricks of class designation 7.5.
Do for foundation bed- 411 x 0.3m x 0.3m | 36.99 | sqm | 733.3 ₹27,124.77 Lowest |
| 1.03 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering, finishing and reinforcement.
All work up to plinth level:
5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
In sub structure-
i) 411 x 0.3m x 0.30m x 0.15 =5.5485 Cum
ii) 411 x 0.125m x 0.125m x 0.375 = 2.4082 Cum
Total = 7.9567 Cum | 7.96 | cum | 8,364.2 ₹66,553.94 Lowest |
| 1.04 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of contering, shuttering, finishing and reinforcement with 1:1.513 (1 cement: 1.5 coarse sand (zone-III) derived from natural soures: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
In super structure- 411 * 0.125m * 0.125m * 1.5m | 9.63 | cum | 10,719.3 ₹1,03,259.02 Lowest |
| 2.00Centering and shuttering including strutting, propping etc., and removal of form for: | ||||
| 2.01 | Foundations, footings, bases of columns, etc. for mass concrete
For bed of post
411 x 1.2m x 0.15m | 73.98 | sqm | 307.95 ₹22,782.14 Lowest |
| 2.02 | Columns, Pillars, Piers, Abutments, Posts and Strats
For bed of post
411 x 0.5m x 1.875m | 385.31 | sqm | 804.25 ₹3,09,887.98 Lowest |
| 2.03 | Steel reinforcement for RCC work including straightening, cutting bending placing in position and binding all complete upto plinth level
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more, Reinforcement TMT
a) 8mm dia bar
Bed - 411x 2sides x 4Nos x 0.3 x 0.395 = 389.628 Kg
Post - 411x 3 sides x 2.175 x0.395 = 1059.301 Κg
Total = 1448.929 Kg | 1,448.93 | kg | 89.65 ₹1,29,896.48 Lowest |
| 2.04 | Steel reinforcement for R.C.C. work Including straightening, cutting, bendlag placing in position and binding all complete above plinth level
5.224.1 Mild steel and Medium Tensile steel bars
b) 6mm dia bar
411 x 14 x 0.4 x 0.222 | 510.95 | kg | 89.65 ₹45,807.12 Lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
16 Feb 2026, 2:00 pmClosed
Chief Executive Officer, FREMAA
4th Floor, Assam Water Centre, Basistha, Guwahati
W-10-AADB Construction of Nurseries (Lot 4-Dibrugarh)
2026_WREAP_50542_1
746954/240126(W-10-AADB/Lot 4)
Open Tender
Agricultural or Forestry
Lump-sum
45 days
Dibrugarh
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹50,000
Yes
Kopili Conference Hall, Assam Water Centre
23 Sept 2026
24 Jan 2026
16 Feb 2026
24 Jan 2026
16 Feb 2026
10 Feb 2026
24 Jan 2026 - 30 Jan 2026
29 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing and laying in position RCC Post for Chain Link Fencing at the following nurseries: Charihabil Nursery - 205 Posts for 510m fencing @2.5m interval Namdang Nursery - 206 Posts for 512m fencing @2.5m interval | |||||
| 1.01 | 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.
Do for foundation- 411 x 0.45m x 0.45m x 0.6m | 49.94 | cum | - | - |
| 1.02 | Dry brick pitching half brick thick in drains, etc., including supply of bricks and preparing the surface complete: 16.12.1 With common burnt clay F.P.S. (non-modular) bricks of class designation 7.5.
Do for foundation bed- 411 x 0.3m x 0.3m | 36.99 | sqm | - | - |
| 1.03 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering, finishing and reinforcement.
All work up to plinth level:
5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
In sub structure-
i) 411 x 0.3m x 0.30m x 0.15 =5.5485 Cum
ii) 411 x 0.125m x 0.125m x 0.375 = 2.4082 Cum
Total = 7.9567 Cum | 7.96 | cum | - | - |
| 1.04 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of contering, shuttering, finishing and reinforcement with 1:1.513 (1 cement: 1.5 coarse sand (zone-III) derived from natural soures: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
In super structure- 411 * 0.125m * 0.125m * 1.5m | 9.63 | cum | - | - |
| 2Centering and shuttering including strutting, propping etc., and removal of form for: | |||||
| 2.01 | Foundations, footings, bases of columns, etc. for mass concrete
For bed of post
411 x 1.2m x 0.15m | 73.98 | sqm | - | - |
| 2.02 | Columns, Pillars, Piers, Abutments, Posts and Strats
For bed of post
411 x 0.5m x 1.875m | 385.31 | sqm | - | - |
| 2.03 | Steel reinforcement for RCC work including straightening, cutting bending placing in position and binding all complete upto plinth level
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more, Reinforcement TMT
a) 8mm dia bar
Bed - 411x 2sides x 4Nos x 0.3 x 0.395 = 389.628 Kg
Post - 411x 3 sides x 2.175 x0.395 = 1059.301 Κg
Total = 1448.929 Kg | 1,448.93 | kg | - | - |
| 2.04 | Steel reinforcement for R.C.C. work Including straightening, cutting, bendlag placing in position and binding all complete above plinth level
5.224.1 Mild steel and Medium Tensile steel bars
b) 6mm dia bar
411 x 14 x 0.4 x 0.222 | 510.96 | kg | - | - |
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