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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.1 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹21.7 L+₹57,054.27 (2.70%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹22.8 L+₹1.7 L (8.01%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹23.1 L+₹2.0 L (9.59%)Admitted-Finance AMBARI FATASHIL GUWAHATI 781025 | KAMRUP METRO | ASSAM | 781025 | L4 | Admitted-Finance | |
| 5 | L5₹24.1 L+₹3.0 L (14.3%)Admitted-Finance HATIGAON BHETAPARA ROAD GUWAHATI 38 | GUWAHATI | KAMRUP METROPOLITAN | ASSAM | 781038 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Indomech Industries L12 | Swaraj Infrastructure L3 | DIPAK DAS L8 | Krishna Enterprises L11 | M/s Prajjalita Associates L6 | Raihanul Hoque Prodhani L7 | KADIR ALI L2 | M. K. ENTERPRISE L10 | MR DIPAK SARMA L4 | Md. Mofijul Hoque L1 | ENAJORI ENTERPRISE L9 | CHAND MOHAMMAD ALI L5 | ASSAM ELECTRIC STORE L13 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Civil Works | ||||||||||||||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/
manual means over areas (exceeding 30 cm in depth, 1.5 m in width as
well as 10 sqm on plan) including getting out and disposal of excavated
earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
All kinds of soil | 507.9 | cum | 550 ₹2,79,345 | 50 ₹25,395 Lowest | 500 ₹2,53,950 | 343.14 ₹1,74,280.81 | 107 ₹54,345.3 | 100 ₹50,790 | 190 ₹96,501 | 450 ₹2,28,555 | 125 ₹63,487.5 | 170 ₹86,343 | 200 ₹1,01,580 | 150 ₹76,185 | 214.17 ₹1,08,776.94 |
| 1.02 | Dry brick on edge flooring in required pattern with bricks of class
designation 7.5 on a bed of 12 mm mud mortar, including filling joints
with local sand, with common burnt clay non modular bricks. | 121.52 | sqm | 820 ₹99,646.4 | 600 ₹72,912 | 733.3 ₹89,110.62 | 687.54 ₹83,549.86 | 733 ₹89,074.16 | 85 ₹10,329.2 Lowest | 550 ₹66,836 | 720 ₹87,494.4 | 500 ₹60,760 | 515 ₹62,582.8 | 700 ₹85,064 | 700 ₹85,064 | 765.53 ₹93,027.21 |
| 1.03 | Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth level :- 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 12.15 | cum | 6,480 ₹78,732 | 6,000 ₹72,900 | 7,365 ₹89,484.75 | 6,838.98 ₹83,093.61 | 7,000 ₹85,050 | 6,500 ₹78,975 | 5,995.24 ₹72,842.17 | 7,500 ₹91,125 | 5,000 ₹60,750 Lowest | 5,700 ₹69,255 | 7,000 ₹85,050 | 7,300 ₹88,695 | 7,690 ₹93,433.5 |
| 1.04 | Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. | 7,884.93 | kg | 74 ₹5,83,484.82 | 78 ₹6,15,024.54 | 89.65 ₹7,06,883.97 | 93.62 ₹7,38,187.15 | 85 ₹6,70,219.05 | 90 ₹7,09,643.7 | 64 ₹5,04,635.52 | 61 ₹4,80,980.73 | 56 ₹4,41,556.08 Lowest | 70 ₹5,51,945.1 | 80 ₹6,30,794.4 | 66 ₹5,20,405.38 | 93.81 ₹7,39,685.28 |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal
of form for Foundations, footings, bases of columns, etc. for mass
concrete | 805.58 | sqm | 320 ₹2,57,785.6 | 20 ₹16,111.6 Lowest | 308 ₹2,48,118.64 | 260.42 ₹2,09,789.14 | 489 ₹3,93,928.62 | 250 ₹2,01,395 | 250 ₹2,01,395 | 495 ₹3,98,762.1 | 250 ₹2,01,395 | 250 ₹2,01,395 | 300 ₹2,41,674 | 240 ₹1,93,339.2 | 321.26 ₹2,58,800.63 |
| 1.06 | 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 :- 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 78.18 | cum | 6,050 ₹4,72,989 | 7,800 ₹6,09,804 | 8,364 ₹6,53,897.52 | 7,852.21 ₹6,13,885.78 | 6,500 ₹5,08,170 | 8,000 ₹6,25,440 | 6,100 ₹4,76,898 | 6,500 ₹5,08,170 | 6,875 ₹5,37,487.5 | 5,000 ₹3,90,900 Lowest | 8,000 ₹6,25,440 | 8,300 ₹6,48,894 | 8,734.07 ₹6,82,829.59 |
| 1.07 | Brick work with common burnt clay modular bricks of class designation
7.5 in foundation and plinth in:- Cement mortar 1:4 (1 cement : 4 coarse sand) | 43.75 | cum | 5,280 ₹2,31,000 | 6,000 ₹2,62,500 | 5,746 ₹2,51,387.5 | 5,646.61 ₹2,47,039.19 | 4,509.5 ₹1,97,290.63 | 9,500 ₹4,15,625 | 4,500 ₹1,96,875 Lowest | 4,700 ₹2,05,625 | 4,688 ₹2,05,100 | 4,500 ₹1,96,875 Lowest | 5,000 ₹2,18,750 | 7,000 ₹3,06,250 | 5,999.42 ₹2,62,474.63 |
| 1.08 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) | 700 | sqm | 120 ₹84,000 | 60 ₹42,000 | 98 ₹68,600 | 101.48 ₹71,036 | 50 ₹35,000 | 150 ₹1,05,000 | 78 ₹54,600 | 150 ₹1,05,000 | 94 ₹65,800 | 60 ₹42,000 | 90 ₹63,000 | 35 ₹24,500 Lowest | 100.89 ₹70,623 |
| 1.09 | Structural steel work in single section, fixed with or without connecting
plate, including cutting, hoisting, fixing in position and applying a priming
coat of approved steel primer all complete. | 6,262.2 | kg | 122 ₹7,63,988.4 | 78 ₹4,88,451.6 | 50 ₹3,13,110 Lowest | 101.87 ₹6,37,930.31 | 85 ₹5,32,287 | 75 ₹4,69,665 | 71 ₹4,44,616.2 | 78 ₹4,88,451.6 | 100 ₹6,26,220 | 72 ₹4,50,878.4 | 90 ₹5,63,598 | 66 ₹4,13,305.2 | 97.35 ₹6,09,625.17 |
Tender Value
₹33.9 L
EMD Value
₹79,989
Closing Date
1 Jul 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief General Manager (PPandD)
Bijulee Bhawan, Paltanbazar
Construction of Boundary Wall works at 132/33 kV Hajo GSS, AEGCL
2026_AEGCL_52696_1
AEGCL/DGM(Civil)/2026-27/01
Open Tender
Civil Works
Works
120 days
132/33 kV GSS, AEGCL, Hajo
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹79,989
29 Sept 2026
10 Jun 2026
2 Jul 2026
10 Jun 2026
1 Jul 2026
17 Jun 2026
10 Jun 2026 - 16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil Works | |||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/
manual means over areas (exceeding 30 cm in depth, 1.5 m in width as
well as 10 sqm on plan) including getting out and disposal of excavated
earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
All kinds of soil | 507.9 | cum | - | - |
| 1.02 | Dry brick on edge flooring in required pattern with bricks of class
designation 7.5 on a bed of 12 mm mud mortar, including filling joints
with local sand, with common burnt clay non modular bricks. | 121.52 | sqm | - | - |
| 1.03 | Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth level :- 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 12.15 | cum | - | - |
| 1.04 | Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. | 7,884.93 | kg | - | - |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal
of form for Foundations, footings, bases of columns, etc. for mass
concrete | 805.58 | sqm | - | - |
| 1.06 | 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 :- 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 78.18 | cum | - | - |
| 1.07 | Brick work with common burnt clay modular bricks of class designation
7.5 in foundation and plinth in:- Cement mortar 1:4 (1 cement : 4 coarse sand) | 43.75 | cum | - | - |
| 1.08 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) | 700 | sqm | - | - |
| 1.09 | Structural steel work in single section, fixed with or without connecting
plate, including cutting, hoisting, fixing in position and applying a priming
coat of approved steel primer all complete. | 6,262.2 | kg | - | - |
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