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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹39.0 LAccepted-Finance | ₹39.0 L | 1 | Accepted-Finance L1 |
| 2 | 2₹40.9 L+₹1.9 L (5.00%)Accepted-Finance | ₹40.9 L+₹1.9 L (5.00%) | 2 | Accepted-Finance L2 |
| 3 | 3₹42.9 L+₹3.9 L (10.0%)Accepted-Finance | ₹42.9 L+₹3.9 L (10.0%) | 3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | Sushil Das | BIPLOB DAS | Ajoy Kanoi |
|---|---|---|---|---|---|---|
| 1.00 | 2.8: 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 kinds of soil. | 110 | Cubic mtr | 33,130.9 ₹33,130.9 | 31,507.3 ₹31,507.3 Lowest | 34,657.7 ₹34,657.7 |
| 2.00 | 4.1.: CEMENT CONCRETE (CAST IN SITU)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | 44.45 | Cubic mtr | 3,880.49 ₹3,880.49 | 3,708.91 ₹3,708.91 Lowest | 4,075.18 ₹4,075.18 |
| 3.00 | 6.28.: 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). 6.28.2 Above plinth level upto floor V level | 75.33 | Cubic mtr | 6,43,133.64 ₹6,43,133.64 | 6,12,508.23 ₹6,12,508.23 Lowest | 6,73,758.3 ₹6,73,758.3 |
| 4.00 | 5.1.: 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.: 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources) | 142.59 | Cubic mtr | 11,89,618.39 ₹11,89,618.39 | 11,59,399.29 ₹11,59,399.29 Lowest | 12,75,336.37 ₹12,75,336.37 |
| 5.00 | 5.22.: Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level. 5.22B.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 11,194.11 | KG | 16,45,534.17 ₹16,45,534.17 | 15,41,540.89 ₹15,41,540.89 Lowest | 16,95,795.72 ₹16,95,795.72 |
| 6.00 | 13.1.: CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | 1,606.5 | Sqm | 4,97,051.1 ₹4,97,051.1 | 4,73,467.68 ₹4,73,467.68 Lowest | 5,20,811.24 ₹5,20,811.24 |
| 7.00 | 10.16.: Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1. Hot finished welded type tubes | 150 | KG | 25,293 ₹25,293 | 23,236.5 ₹23,236.5 Lowest | 25,560 ₹25,560 |
| 8.00 | 13.37.: White washing with lime to give an even shade : 13.37.1 New work (three or more coats) (Three or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm) | 1,606.5 | Sqm | 54,733.46 ₹54,733.46 | 52,130.93 ₹52,130.93 Lowest | 57,255.66 ₹57,255.66 |
Tender Value
₹39.0 L
EMD Value
₹38,975
Closing Date
15 Sept 2025, 4:00 pmClosed
Chairman
Barpathar Municipal Board Office, Barpathar
A boundary wall will be constructed surrounding the MRF Plant, Sewaguri.
2025_UDD_46342_1
Construction of Boundary wall at Sewaguri MRF Plant (No.BMB/4/2022/135)
Open Tender
Civil Works
Works
90 days
Sewaguri, Sarupathar
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
Yes
₹38,975
Yes
16 Sept 2025
23 Aug 2025
16 Sept 2025
23 Aug 2025
15 Sept 2025
23 Aug 2025
2.8: 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 kinds of soil.
4.1.: CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
6.28.: 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). 6.28.2 Above plinth level upto floor V level
5.1.: 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.: 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources)
5.22.: Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level. 5.22B.1 Thermo-Mechanically Treated bars of grade Fe-500D or more.
13.1.: CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
10.16.: Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1. Hot finished welded type tubes
13.37.: White washing with lime to give an even shade : 13.37.1 New work (three or more coats) (Three or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm)
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