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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.2 LAdmitted-Finance | ₹35.2 L | L1 | Admitted-Finance |
| 2 | L2₹38.0 L+₹2.8 L (7.94%)Admitted-Finance | ₹38.0 L+₹2.8 L (7.94%) | L2 | Admitted-Finance |
| 3 | L3₹40.5 L+₹5.3 L (15.1%)Admitted-Finance PO SORBHOG PS SORBHOG BARPETA PIN 781317 | BARPETA | ASSAM | 781317 | ₹40.5 L+₹5.3 L (15.1%) | L3 | Admitted-Finance |
| 4 | L4₹41.6 L+₹6.4 L (18.3%)Admitted-Finance | ₹41.6 L+₹6.4 L (18.3%) | L4 | Admitted-Finance |
| 5 | L5₹46.7 L+₹11.5 L (32.8%)Admitted-Finance | ₹46.7 L+₹11.5 L (32.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Sri Bhaskar Ranjan Patgiri L11 | Shri Prasanta Lahkar L7 | Swaraj Infrastructure L4 | DIPAK DAS L3 | Sr Pradip Kumar Das L10 | CHAND MOHAMMAD ALI L2 | BIMAL ENTERPRISE L5 | Mosaddik Hussain L1 | Prasanta Kalita L8 | ASSAM ELECTRIC STORE L6 | M/S T R INFRA DEVELOPERS L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Pkg-A (For detailed calculation and drawings, refer annexure of bid document) | ||||||||||||||
| 1.01 | Demolishing of Existing Boundary Wall manually/ by mechanical means including stacking of unserviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 1 | Each | 7,500 ₹7,500 | 25,332.23 ₹25,332.23 | 20,000 ₹20,000 | 830 ₹830 Lowest | 7,000 ₹7,000 | 33,000 ₹33,000 | 5,000 ₹5,000 | 33,703.49 ₹33,703.49 | 25,000 ₹25,000 | 10,000 ₹10,000 | 10,000 ₹10,000 |
| 1.02 | 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-in charge. | 95.42 | Cum | 289 ₹27,577.54 | 200 ₹19,084.8 | 100 ₹9,542.4 Lowest | 164 ₹15,649.54 | 183 ₹17,462.59 | 116 ₹11,069.18 | 170 ₹16,222.08 | 125 ₹11,928 | 200 ₹19,084.8 | 180 ₹17,176.32 | 250 ₹23,856 |
| 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 :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.96 | Cum | 6,105 ₹36,410.22 | 6,000 ₹35,784 | 6,000 ₹35,784 | 5,467 ₹32,605.19 | 6,500 ₹38,766 | 3,900 ₹23,259.6 Lowest | 5,000 ₹29,820 | 4,130 ₹24,631.32 | 6,500 ₹38,766 | 6,000 ₹35,784 | 7,000 ₹41,748 |
| 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. | 6,287.71 | Kg | 58 ₹3,64,687.3 | 73 ₹4,59,002.98 | 67 ₹4,21,276.7 | 71.21 ₹4,47,747.97 | 80 ₹5,03,016.96 | 70 ₹4,40,139.84 | 68 ₹4,27,564.42 | 54 ₹3,39,536.45 Lowest | 70 ₹4,40,139.84 | 75 ₹4,71,578.4 | 80 ₹5,03,016.96 |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal of form work for : (To be reused 6 times)
Lintels, beams, plinth beams, girders, bressumers and cantilevers | 15.3 | Sqm | 535 ₹8,185.5 | 250 ₹3,825 | 100 ₹1,530 Lowest | 486 ₹7,435.8 | 541 ₹8,277.3 | 350 ₹5,355 | 500 ₹7,650 | 365 ₹5,584.5 | 600 ₹9,180 | 1,500 ₹22,950 | 450 ₹6,885 |
| 1.06 | Centering and shuttering including strutting, propping etc. and removal of form work for : (To be reused 6 times)
Columns, Pillars, Piers, Abutments, Posts and Struts | 29.2 | Sqm | 525 ₹15,330 | 350 ₹10,220 | 150 ₹4,380 Lowest | 643 ₹18,775.6 | 716 ₹20,907.2 | 460 ₹13,432 | 700 ₹20,440 | 482 ₹14,074.4 | 800 ₹23,360 | 800 ₹23,360 | 500 ₹14,600 |
| 1.07 | 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) | 15.65 | Cum | 6,850 ₹1,07,181.95 | 7,700 ₹1,20,481.9 | 7,000 ₹1,09,529 | 6,227.95 ₹97,448.73 | 7,444 ₹1,16,476.27 | 4,800 ₹75,105.6 Lowest | 6,000 ₹93,882 | 5,000 ₹78,235 | 7,500 ₹1,17,352.5 | 6,000 ₹93,882 | 8,500 ₹1,32,999.5 |
| 1.08 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and truts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : graded stone aggregate 20 mm nominal size derived from natural sources) | 27.37 | Cum | 6,105 ₹1,67,087.75 | 8,500 ₹2,32,636.5 | 7,500 ₹2,05,267.5 | 8,150 ₹2,23,057.35 | 9,065 ₹2,48,099.99 | 5,800 ₹1,58,740.2 Lowest | 7,000 ₹1,91,583 | 6,100 ₹1,66,950.9 | 9,000 ₹2,46,321 | 6,500 ₹1,77,898.5 | 8,200 ₹2,24,425.8 |
| 1.09 | Brick work with common burnt clay machine moulded modular bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand). | 33.47 | Cum | 7,120 ₹2,38,277.92 | 7,700 ₹2,57,688.2 | 6,000 ₹2,00,796 | 6,001 ₹2,00,829.47 | 7,250 ₹2,42,628.5 | 4,700 ₹1,57,290.2 | 4,300 ₹1,43,903.8 | 3,330 ₹1,11,441.78 Lowest | 7,000 ₹2,34,262 | 6,500 ₹2,17,529 | 7,300 ₹2,44,301.8 |
Tender Value
₹64.8 L
EMD Value
₹1.3 L
Closing Date
8 Jul 2026, 12:00 pmClosed
CGM (OnM), LAR
Bijulee Bhawan, Paltan Bazar, Guwahati-01
Construction of new boundary wall in place of existing boundary wall at 220kV Agia GSS, AEGCL
2026_AEGCL_52764_1
AEGCL/MD/OM(LAR)/Boundary Wall/Agia/Bid
Open Tender
Civil Works
Works
180 days
220kV Agia GSS
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,500
₹1.3 L
29 Aug 2026
17 Jun 2026
9 Jul 2026
17 Jun 2026
8 Jul 2026
24 Jun 2026
17 Jun 2026 - 24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Pkg-A (For detailed calculation and drawings, refer annexure of bid document) | |||||
| 1.01 | Demolishing of Existing Boundary Wall manually/ by mechanical means including stacking of unserviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | - | Each | - | - |
| 1.02 | 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-in charge. | 0.6 | Cum | - | - |
| 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 :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | 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. | 0.8 | Kg | - | - |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal of form work for : (To be reused 6 times)
Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | Sqm | - | - |
| 1.06 | Centering and shuttering including strutting, propping etc. and removal of form work for : (To be reused 6 times)
Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | Sqm | - | - |
| 1.07 | 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) | - | Cum | - | - |
| 1.08 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and truts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | Cum | - | - |
| 1.09 | Brick work with common burnt clay machine moulded modular bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand). | - | Cum | - | - |
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