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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.2 LAccepted-AOC | ₹19.2 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹19.4 L+₹22,801 (1.19%)Rejected-Finance | ₹19.4 L+₹22,801 (1.19%) | L2 | Rejected-Finance L2 bidder |
| 3 | L3₹21.1 L+₹1.9 L (9.66%)Rejected-Finance | ₹21.1 L+₹1.9 L (9.66%) | L3 | Rejected-Finance L3 bidder |
| 4 | L4₹21.4 L+₹2.2 L (11.3%)Rejected-Finance AMBARI FATASHIL GUWAHATI 781025 | KAMRUP METRO | ASSAM | 781025 | ₹21.4 L+₹2.2 L (11.3%) | L4 | Rejected-Finance L4 bidder |
| 5 | L5₹24.3 L+₹5.0 L (26.2%)Rejected-Finance | ₹24.3 L+₹5.0 L (26.2%) | L5 | Rejected-Finance L5 bidder |
| Sl No | Description | Qty | Unit | Kamal Singh Dugar L9 | Swaraj Infrastructure L2 | KADIR ALI L6 | DHARMESWAR CHANGKAKOTI L1 | MR DIPAK SARMA L4 | DIGANTA SARMA L3 | Md. Mofijul Hoque L7 | NJD PROJECT PVT LIMITED L8 | PARAG TALUKDAR & G.L ENTERPRISE JV L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. (A) Up to a depth of 1.00 m below the existing ground level. (a) In Ordinary soil. | 207.32 | cum | 400 ₹82,928 | 140 ₹29,024.8 | 133 ₹27,573.56 Lowest | 298 ₹61,781.36 | 203 ₹42,085.96 | 250 ₹51,830 | 250 ₹51,830 | 300 ₹62,196 | 204.77 ₹42,452.92 |
| 1.02 | 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) (a) In prop 1:3:6 aggregate by volume. | 14.42 | cum | 6,901.25 ₹99,516.03 | 6,000 ₹86,520 | 5,653.6 ₹81,524.91 | 5,000 ₹72,100 | 5,007.5 ₹72,208.15 | 6,000 ₹86,520 | 8,500 ₹1,22,570 | 6,960 ₹1,00,363.2 | 4,000 ₹57,680 Lowest |
| 1.03 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. (a) Brick on flat soling. | 56.02 | cum | 1,050 ₹58,821 | 6,000 ₹3,36,120 | 5,630 ₹3,15,392.6 | 5,200 ₹2,91,304 | 623 ₹34,900.46 Lowest | 930 ₹52,098.6 | 850 ₹47,617 | 870 ₹48,737.4 | 4,200 ₹2,35,284 |
| 1.04 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (i) TATA/SAIL | 5,284.77 | kg | 95 ₹5,02,053.15 | 70 ₹3,69,933.9 Lowest | 81 ₹4,28,066.37 | 70 ₹3,69,933.9 Lowest | 73 ₹3,85,788.21 | 80 ₹4,22,781.6 | 85 ₹4,49,205.45 | 140 ₹7,39,867.8 | 70 ₹3,69,933.9 Lowest |
| 1.05 | RCC WORKS: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 44.85 | cum | 10,185 ₹4,56,797.25 | 7,000 ₹3,13,950 | 7,730 ₹3,46,690.5 | 6,643 ₹2,97,938.55 | 8,798 ₹3,94,590.3 | 6,700 ₹3,00,495 | 8,300 ₹3,72,255 | 7,500 ₹3,36,375 | 5,500 ₹2,46,675 Lowest |
| 1.06 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 graded stone aggregate upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand).Upto a depth of 750 below FGL (Bottom width:800mm, Top width:400mm). | 67.55 | cum | 6,653 ₹4,49,410.15 | 3,000 ₹2,02,650 | 2,422 ₹1,63,606.1 Lowest | 2,650 ₹1,79,007.5 | 4,765 ₹3,21,875.75 | 6,000 ₹4,05,300 | 7,800 ₹5,26,890 | 6,060 ₹4,09,353 | 3,500 ₹2,36,425 |
| 1.07 | Centering and shuttering including strutting, propping etc and removal of form for foundations, footings, proppings etc for mass concrete. | 476.76 | sqm | 670 ₹3,19,429.2 | 180 ₹85,816.8 | 451 ₹2,15,018.76 | 70 ₹33,373.2 Lowest | 365 ₹1,74,017.4 | 260 ₹1,23,957.6 | 280 ₹1,33,492.8 | 585 ₹2,78,904.6 | 420 ₹2,00,239.2 |
| 1.08 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster. ( Considering 70% of total surface area including inner slab). | 726 | sqm | 387 ₹2,80,962 | 160 ₹1,16,160 Lowest | 439 ₹3,18,714 | 245 ₹1,77,870 | 255 ₹1,85,130 | 320 ₹2,32,320 | 300 ₹2,17,800 | 280 ₹2,03,280 | 449 ₹3,25,974 |
| 1.09 | Distempering with 1st quality acrylic distemper (ready made) having VOC content less than 50 gm per ltr. of approved manufacturer and of required shade and colour complete. as per manufacturer's specification. | 726 | sqm | 93 ₹67,518 | 55 ₹39,930 | 159 ₹1,15,434 | 62 ₹45,012 | 109 ₹79,134 | 45 ₹32,670 Lowest | 210 ₹1,52,460 | 110 ₹79,860 | 80 ₹58,080 |
Tender Value
₹27.0 L
EMD Value
₹54,000
Closing Date
16 Mar 2026, 12:00 pmClosed
DGM, Lower Assam TT Circle, AEGCL
Office of the DGM, Lower Assam TT Circle, AEGCL
Construction of masonry boundary wall against NDC bay (North side) at 132kV Sishugram GSS
2026_AEGCL_51430_1
AEGCL/DGM/LAC/TLS-69/2026/861
Open Tender
Civil Works
Works
120 days
132kV Sishugram GSS
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹54,000
10 Aug 2026
21 Feb 2026
17 Mar 2026
23 Feb 2026
16 Mar 2026
23 Feb 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. (A) Up to a depth of 1.00 m below the existing ground level. (a) In Ordinary soil. | 207.32 | cum | - | - |
| 1.02 | 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) (a) In prop 1:3:6 aggregate by volume. | 14.42 | cum | - | - |
| 1.03 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. (a) Brick on flat soling. | 56.02 | cum | - | - |
| 1.04 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (i) TATA/SAIL | 5,284.77 | kg | - | - |
| 1.05 | RCC WORKS: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 44.85 | cum | - | - |
| 1.06 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 graded stone aggregate upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand).Upto a depth of 750 below FGL (Bottom width:800mm, Top width:400mm). | 67.55 | cum | - | - |
| 1.07 | Centering and shuttering including strutting, propping etc and removal of form for foundations, footings, proppings etc for mass concrete. | 476.76 | sqm | - | - |
| 1.08 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster. ( Considering 70% of total surface area including inner slab). | 726 | sqm | - | - |
| 1.09 | Distempering with 1st quality acrylic distemper (ready made) having VOC content less than 50 gm per ltr. of approved manufacturer and of required shade and colour complete. as per manufacturer's specification. | 726 | sqm | - | - |
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