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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | b₹42 LAccepted-AOC | ₹42 L Quoted ₹4.9 L | b | Accepted-AOC ok |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹42,000
Closing Date
14 Feb 2024, 3:00 pmClosed
Executive officer
James street, Thisaiyanvilai
Rejuvenation of Senkulam pond Ward 11 Survey No 66 In Thisaiyanvilai Town Panchayat
2024_DTP_412383_1
Thisaiyanvilai KNMT Pond
Open Tender
Civil Works - Others
Works
Thisaiyanvilai Town Panchayat
Rejuvenation of Senkulam pond Ward 11 Survey No 66 In
Thisaiyanvilai Town Panchayat
3 documents required · 3 mandatory
₹0
₹42,000
Yes
Thisaiyanvilai Town Panchayat
26 Mar 2025
24 Jan 2024
14 Feb 2024
24 Jan 2024
14 Feb 2024
26 Jan 2024
25 Jan 2024 - 25 Jan 2024
25 Jan 2024
Amount
Collection Supply & Fixing of Cut Stone Pillar of size 0.15x0.15x2.10 at 3.00 c/c including cost of earth work to a Pit of size 0.45x0.45x0.60 fixing the Cut stone pillar in the position and filling the Pit of size 0.45x0.45x0.30 with C C 1:3:6 etc., Complet. As per Std Specifications.
Providing fencing with chain link diamond mesh 50mm x 50mm size made of 10 swg GI wire,including the cost of G.I binding wire and top of the mesh linked with 10 swg GI wire etc., completed-. 10m2
DESILTING AND DEEPENING
Earth work excavation for foundation in Sand, Silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete
FOOT PATH
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc., complete - Open Earth Work Excavation
Plain Cement Concrete 1:4:8 (one cement, four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and labour charges and all incidential charges such as water providing etc., complete as per standard specification
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH
Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation - Plinth Beam
Plain Cement Concrete 1:2:4 (one cement two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 83mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, stone dust cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.
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