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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.8 LAccepted-AOC | L1 | Accepted-AOC Accept | |
| 2 | L2₹17.8 L+₹4,149.51 (0.23%)Rejected-AOC | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | SRI MOORTHI CONSTRUCTIONS L2 | MDS POWER SYSTEM L1 |
|---|---|---|---|---|---|
| 1.001.) Construction of 60,000Lit OHT (7.50m Stage) at Elluppanatham H/o Elluppanatham Panchayat | |||||
| 2.00 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers | 73.13 | cum | 246.52 ₹18,028.01 | 245 ₹17,916.85 Lowest |
| 3.00 | Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Bord officers | 4.7 | Cum | 1,962.84 ₹9,225.35 | 1,960 ₹9,212 Lowest |
| 4.00 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers. | 12.8 | Cum | 5,338.62 ₹68,334.34 | 5,335 ₹68,288 Lowest |
| 5.00 | Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two crushed stone M.Sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) | 81 | sqm | 160.74 ₹13,019.94 Lowest | 160.74 ₹13,019.94 Lowest |
| 6.00 | Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the TWAD Board Officers. | 5.33 | Cum | 9,147.35 ₹48,755.38 Lowest | 9,147.35 ₹48,755.38 Lowest |
| 7.00 | 0m to 1.50m below GL | 1.95 | Cum | 9,017.66 ₹17,584.44 Lowest | 9,017.66 ₹17,584.44 Lowest |
| 8.00 | 0m to 4.50m above GL | 3.03 | Cum | 9,147.35 ₹27,716.47 Lowest | 9,147.35 ₹27,716.47 Lowest |
| 9.00 | 4.50 m to 7.32 m above GL | 9.96 | Cum | 9,278.03 ₹92,409.18 Lowest | 9,278.03 ₹92,409.18 Lowest |
| 10.00 | 7.32 m to 10.98 m above GL | 10.26 | Cum | 9,538.4 ₹97,863.98 Lowest | 9,538.4 ₹97,863.98 Lowest |
Tender Value
₹18 L
EMD Value
₹18,000
Closing Date
14 Aug 2025, 3:00 pmClosed
Block Development officer
Union office , Thalaivasal
Construction of Soak Pit in 60,000 Lit OHT (7.50m Stage) Near Elluppanatham PUM School H/o Elluppanatham Panchayat
2025_RDTN_589363_1
Roc.1647/2025/A-5
Open Tender
Civil Works
Item Wise
items
Construction of Soak Pit in 60,000 Lit OHT (7.50m Stage) Near Elluppanatham PUM School H/o Elluppanatham Panchayat
3 documents required · 3 mandatory
₹0
₹18,000
Yes
25 Aug 2025
5 Aug 2025
14 Aug 2025
5 Aug 2025
14 Aug 2025
5 Aug 2025
5 Aug 2025 - 14 Aug 2025
Amount
1.) Construction of 60,000Lit OHT (7.50m Stage) at Elluppanatham H/o Elluppanatham Panchayat
Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers
Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Bord officers
Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers.
Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two crushed stone M.Sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers)
Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the TWAD Board Officers.
0m to 1.50m below GL
0m to 4.50m above GL
4.50 m to 7.32 m above GL
7.32 m to 10.98 m above GL
Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the TWAD Board Officers. - (Plain Surface- Below GL)
From GL to 3.30m
From 3.30m to 4.30m above GL
From 6.31m to 7.30m above GL
Curved Surface - 0m to 3.30m
Square column
Supplying, and fabrication of steel including cost and conveyance of steel to site and all labour charges
Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the TWAD Board officers.
Providing for Pipe Connection arrangements 65mm dia GI Pipes For inlet connection
50mm GI Elbow
50mm GI Union
65mm GI Union
50mm GI Gate Valve
65mm dia GM Gate Value
65mm GI Coupling
50mm GI Coupling
50mm dia GI Pipes
Labour charge
Earth work excavation for laying of PVC pipes in all soil cost of labour.
Supply and delivery of 63mm OD 6 KSC PVC Pipe as per ISI Marked Standarad specification.
Lowering PVC pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste.
Refilling of Excavated earth after laying of pipe line
Fabrication supply delivery and fixing
Providing manholes cover slab
Providing GI arrangements for 2 GI
Refilling the excaveted earth as per the standard specification 63MM PVC PIPE
Providing and fixing of RCC inner
Provision For Soak pit
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
SRI MOORTHI CONSTRUCTIONS (BID ID -1425124)
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