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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.1 LAdmitted-Finance | ₹25.1 L | L1 | Admitted-Finance |
| 2 | L2₹25.1 L+₹1,825.19 (0.07%)Admitted-Finance | ₹25.1 L+₹1,825.19 (0.07%) | L2 | Admitted-Finance |
| 3 | L3₹25.2 L+₹5,024.47 (0.20%)Admitted-Finance | ₹25.2 L+₹5,024.47 (0.20%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Computer Lab L2 | MANESWAR BORO L1 | Sri Shiva Prasad Rabha L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.
In ordinary Soil | 207.7 | Cum | 134 ₹27,831.8 | 133.45 ₹27,717.57 Lowest | 134 ₹27,831.8 |
| 2.00 | Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.
Bick flat soling
Drain | 238.5 | Sqm | 750.5 ₹1,78,994.25 | 750.05 ₹1,78,886.93 Lowest | 751.8 ₹1,79,304.3 |
| 3.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
A. With Crushed Stone
II) P.C.C grade M 20
P.C.C. grade M 20
i) Nominal mix (1:2:4) | 17.89 | Cum | 6,927 ₹1,23,924.03 | 6,926.15 ₹1,23,908.82 Lowest | 6,937 ₹1,24,102.93 |
| 4.00 | R.C.C Grade M20
i) Forheight up to 5M
Drain Wall
Cross Beam at Drain | 132.5 | Cum | 7,245 ₹9,59,962.5 | 7,244.25 ₹9,59,863.13 Lowest | 7,257 ₹9,61,552.5 |
| 5.00 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 15.96 | Ton | 66,579 ₹10,62,933.74 | 66,578.34 ₹10,62,923.2 Lowest | 66,691 ₹10,64,721.82 |
| 6.00 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 742 | Sqm | 155 ₹1,15,010 | 153.02 ₹1,13,540.84 Lowest | 154 ₹1,14,268 |
| 7.00 | Providing and laying boulder apron in wire crates with 4 mm dia GI wire conforming to IS :280 and IS:4826 in 100 mm x 100 mm mesh woven diagnolly) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 Kg each as per drawing and technical specifications | 14.85 | Cum | 2,907 ₹43,168.95 | 2,906.37 ₹43,159.59 Lowest | 2,912 ₹43,243.2 |
Tender Value
₹25.1 L
EMD Value
₹50,200
Closing Date
5 Aug 2025, 4:00 pmClosed
Chairman, Tangla Municipal Board
O/o the Chairman, Tangla Municipal Board
Construction of DCC Drain from Dakua Samabaya office to Naika River at Ward No. 02, Tangla Town
2025_BoTC_45933_1
TMB/02/2025 Package 02
Open Tender
Civil Works
Works
180 days
TANGLA
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
₹50,200
Yes
6 Aug 2025
25 Jul 2025
5 Aug 2025
25 Jul 2025
5 Aug 2025
25 Jul 2025
25 Jul 2025 - 5 Aug 2025
Amount
Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. In ordinary Soil
Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. Bick flat soling Drain
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A. With Crushed Stone II) P.C.C grade M 20 P.C.C. grade M 20 i) Nominal mix (1:2:4)
R.C.C Grade M20 i) Forheight up to 5M Drain Wall Cross Beam at Drain
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Providing and laying boulder apron in wire crates with 4 mm dia GI wire conforming to IS :280 and IS:4826 in 100 mm x 100 mm mesh woven diagnolly) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 Kg each as per drawing and technical specifications
Computer Lab (BID ID -274390)
Sri Shiva Prasad Rabha (BID ID -274391)
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