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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-Finance 9A BYELANE 7 PUB SARANIA PO SILPUKHURI PS CHANDMARI KAMRUP M PIN 781003 | KAMRUP METRO | ASSAM | 781003 | ₹1.5 Cr | L1 | Accepted-Finance L1 and highest marks in technical bid and most experience in similar work with Municipal Board/Corporation. |
| 2 | L1₹1.5 CrRejected-Finance HOJAI | ASSAM | 782446 | ₹1.5 Cr | L1 | Rejected-Finance L1 and highest marks in technical bid but less experience in similar work |
| 3 | L1₹1.5 CrRejected-Finance VILL P O HOJAI P S DIST HOJAI PIN 782435 | HOJAI | HOJAI | ASSAM | 782435 | ₹1.5 Cr | L1 | Rejected-Finance L1 but low marks in technical bid |
| 4 | L2₹1.5 Cr+₹4.1 L (2.73%)Rejected-Finance HOUSE NO 80 1 NO SALBARI 1 NO SALBARI PO NOONMATI PS NOONMATI KAMRUP METRO PIN 781020 | KAMRUP METRO | ASSAM | 781020 | ₹1.5 Cr+₹4.1 L (2.73%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | M/S BHOWMIK ENTERPRISE L1 | P.S. ENTERPRISE L1 | Sri Gopal Ghosh L1 | Pankaj Deka L2 |
|---|---|---|---|---|---|---|---|
| 1.00Part- A (Construction of Assam Type Building for office and choukider quarter at Darjichit Dumping Ground to monitor the Solid waste management plant) | |||||||
| 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 Kind of soil | 19.44 | cum | 262.47 ₹5,102.42 | 258.17 ₹5,018.82 Lowest | 272.51 ₹5,297.59 | 286.85 ₹5,576.36 |
| 1.02 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 49.92 | cum | 337.31 ₹16,839.53 | 331 ₹16,524.51 Lowest | 350.22 ₹17,484.03 | 368.65 ₹18,404.11 |
| 1.03 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 49.92 | cum | 1,977.5 ₹98,722.73 | 1,945 ₹97,100.24 Lowest | 2,053.14 ₹1,02,498.91 | 2,161.2 ₹1,07,893.59 |
| 1.04 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
2.35.1 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:
2.35.1.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | 28.2 | rm | 29.55 ₹833.31 | 29 ₹817.8 Lowest | 30.69 ₹865.46 | 32.3 ₹910.86 |
| 1.05 | PCC 1:2:4
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.3 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) | 4.16 | cum | 6,739.11 ₹28,034.7 | 6,628 ₹27,572.48 Lowest | 6,996.89 ₹29,107.06 | 7,365.15 ₹30,639.02 |
| 1.06 | PCC 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) | 0.9 | cum | 6,252.56 ₹5,627.3 | 6,150 ₹5,535 Lowest | 6,491.73 ₹5,842.56 | 6,833.4 ₹6,150.06 |
| 1.07 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 5.69 | sqm | 339.33 ₹1,932.15 | 333 ₹1,896.1 Lowest | 352.31 ₹2,006.05 | 370.85 ₹2,111.62 |
| 1.08 | Making plinth protection 50mm thick of cement concrete 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) 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 | 15.8 | sqm | 623.71 ₹9,854.62 | 613 ₹9,685.4 Lowest | 647.57 ₹10,231.61 | 681.65 ₹10,770.07 |
| 1.09 | 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 derived from natural sources) | 6.43 | cum | 6,738.24 ₹43,320.14 Lowest | 7,527 ₹48,391.08 | 7,945.99 ₹51,084.77 | 8,364.2 ₹53,773.44 |
Tender Value
₹1.7 Cr
EMD Value
₹3.3 L
Closing Date
7 Apr 2026, 11:00 amClosed
Executive Officer
Hojai Municipal Board
Construction of Assam type building for office an chowkidar to monitor the Solid waste management plant paver block road and internal drain development of the site under Hojai MB
2026_UDD_52019_1
HMB/T-05/2026
Open Tender
Civil Works
Item Rate
180 days
Darjichit Dumping Ground
Having similar nature of works
3 documents required · 3 mandatory
₹2,500
Yes
₹3.3 L
Yes
Hojai Municipal Board
28 Jul 2026
14 Mar 2026
7 Apr 2026
14 Mar 2026
7 Apr 2026
14 Mar 2026
14 Mar 2026 - 20 Mar 2026
18 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Part- A (Construction of Assam Type Building for office and choukider quarter at Darjichit Dumping Ground to monitor the Solid waste management plant) | |||||
| 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 Kind of soil | - | cum | 286.85 | - |
| 1.02 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | - | cum | 368.65 | - |
| 1.03 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | cum | 2,161.2 | - |
| 1.04 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
2.35.1 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:
2.35.1.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | 1 | rm | 32.3 | ₹32.27 |
| 1.05 | PCC 1:2:4
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.3 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) | - | cum | 7,365.15 | - |
| 1.06 | PCC 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 | 6,833.4 | - |
| 1.07 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 1 | sqm | 370.85 | ₹370.48 |
| 1.08 | Making plinth protection 50mm thick of cement concrete 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) 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 | - | sqm | 681.65 | - |
| 1.09 | 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 derived from natural sources) | - | cum | 8,364.2 | - |
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