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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹92.6 LAccepted-AOC | ₹92.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹92.6 LSame as L1Rejected-AOC | ₹92.6 LSame as L1 | L2 | Rejected-AOC L2 |
| 3 | L3₹92.6 LSame as L1Rejected-AOC PO SORBHOG PS SORBHOG BARPETA PIN 781317 | BARPETA | ASSAM | 781317 | ₹92.6 LSame as L1 | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | MD. MUNNAF AHMED L2 | DIPAK DAS L1 | KUSHAN CHOUDHURY L3 |
|---|---|---|---|---|---|---|
| 1.00EARTHWORK | ||||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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. 2.6.1 All kinds of soil | 243.41 | CUM | 46,247.9 ₹49,175.39 Lowest | 47,705.93 ₹50,725.72 | 53,550.2 ₹56,939.93 |
| 1.02 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 312.2 | CUM | 56,196 ₹59,753.21 | 75,639.82 ₹80,427.82 | 51,513 ₹54,773.77 Lowest |
| 1.03 | Soiling (or Subbase) of well burnt soiling bricks including filling of interstices and rolling. (Old size bricks, one layer laid on flat.) | 530.7 | SQM | 95,526 ₹1,01,572.8 Lowest | 1,86,641.88 ₹1,98,456.31 | 1,85,745 ₹1,97,502.66 |
| 2.00CONCRETE WORK | ||||||
| 2.01 | 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) | 53.07 | CUM | 3,82,104 ₹4,06,291.18 | 3,20,289.66 ₹3,40,564 | 2,65,350 ₹2,82,146.66 Lowest |
| 2.02 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Aggregate (RA) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth | 57 | SQM | 37,050 ₹39,395.27 | 32,442.69 ₹34,496.31 | 22,800 ₹24,243.24 Lowest |
| 3.00REINFORCEMEMT | ||||||
| 3.01 | Steel reinforcement for R.C.C. 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. | 22,160.3 | KG | 19,94,427 ₹21,20,674.23 | 18,95,370.46 ₹20,15,347.41 Lowest | 24,81,953.6 ₹26,39,061.26 |
| 4.00FORMWORK | ||||||
Tender Value
₹97.5 L
EMD Value
₹1.9 L
Closing Date
13 Aug 2026, 2:00 pmClosed
Chairperson/Executive Officer
Sorbhog Municipal Board
Construction of Market Building G1 Ground Floor at Sorbhog Bazar near Primary Health center
2026_UDD_53177_1
SMB/PW/15th FC/Market Building G1/748/2026-27/443
Open Tender
Civil Works
Works
365 days
Sorbhog Municipal Board
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,900
₹1.9 L
Yes
Sorbhog Municipal Board
20 Aug 2026
22 Jul 2026
13 Aug 2026
22 Jul 2026
13 Aug 2026
22 Jul 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1EARTHWORK | ||||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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. 2.6.1 All kinds of soil | 243.41 | CUM | 205.45 | ₹50,008.58 | 6.33% |
| 1.02 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 312.2 | CUM | 253.95 | ₹79,283.19 | 6.33% |
| 1.03 | Soiling (or Subbase) of well burnt soiling bricks including filling of interstices and rolling. (Old size bricks, one layer laid on flat.) | 530.7 | SQM | 368.71 | ₹1,95,674.4 | 6.33% |
| 2CONCRETE WORK | ||||||
| 2.01 | 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) | 53.07 | CUM | 6,326.05 | ₹3,35,723.47 | 6.33% |
| 2.02 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Aggregate (RA) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth | 57 | SQM | 596.6 | ₹34,006.2 | 6.33% |
| 3REINFORCEMEMT | ||||||
| 3.01 | Steel reinforcement for R.C.C. 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. | 22,160.3 | KG | 89.65 | ₹19,86,670.9 | 6.33% |
| 4FORMWORK | ||||||
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