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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC | L1 | Accepted-AOC Lowest Quated | |
| 2 | L2₹7.9 L+₹44,698.95 (6.00%)Rejected-Finance | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Mohamed Hanifa L2 | PS ABDULJALIL CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00 | Construction of New 10,000 Lit RCC OHT at Mullipadi in Malaiyadipatti Panchayat... Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B For Column Foundation | 23.12 | cu.m | 278.78 ₹6,445.39 | 263 ₹6,080.56 Lowest |
| 2.00 | Second depth 2.00 m - Below For Column Foundation | 0.58 | cu.m | 432.48 ₹250.84 | 408 ₹236.64 Lowest |
| 3.00 | Sand filling for foundation with clear M.Sand including cost of sand watering, ramming and consolidation etc complete. For Column Foundation | 1.16 | cu.m | 2,338.36 ₹2,712.5 | 2,206 ₹2,558.96 Lowest |
| 4.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete. For Column Foundation, For GL Brace Beam Foundation (3.68-0.30=3.38) | 1.73 | cu.m | 5,986.88 ₹10,357.3 | 5,648 ₹9,771.04 Lowest |
| 5.00 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers. | 17.61 | cu.m | 48.76 ₹858.66 | 46 ₹810.06 Lowest |
| 6.00 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by TWAD Board officers. PLANE SURFACES Below G.L. | 3.6 | Sq.m | 1,160.7 ₹4,178.52 | 1,095 ₹3,942 Lowest |
| 7.00 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete. | 0.46 | MT | 97,439.44 ₹44,822.14 | 91,924 ₹42,285.04 Lowest |
| 8.00 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete for item 1.5m to 4.5m below ground level | 2 | cu.m | 9,950.22 ₹19,900.44 | 9,387 ₹18,774 Lowest |
| 9.00 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items etc Complete Square column upto G.L. Brace Beam Bottom | 6 | Sq.m | 1,392.84 ₹8,357.04 | 1,314 ₹7,884 Lowest |
| 10.00 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete For items 0 to 1.50m below GL | 0.45 | cu.m | 9,950.22 ₹4,477.6 | 9,387 ₹4,224.15 Lowest |
Tender Value
₹8 L
EMD Value
₹8,000
Closing Date
16 Mar 2026, 3:00 pmClosed
BDO BP
Manapparai
Construction of New 10,000 Lit RCC OHT at Mullipadi in Malaiyadipatti Panchayat Manapparai Block in Tiruchirappalli District under MLACDS Manapparai -2025-26
2026_RDTN_674989_1
A/2197/2025 dt 10.03.2026
Open Tender
Civil Works
Works
90 days
Manapparai
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹8,000
8 Oct 2026
14 Mar 2026
16 Mar 2026
14 Mar 2026
16 Mar 2026
14 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of New 10,000 Lit RCC OHT at Mullipadi in Malaiyadipatti Panchayat... Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B For Column Foundation | 23.12 | cu.m | - | - |
| 2 | Second depth 2.00 m - Below For Column Foundation | 0.58 | cu.m | - | - |
| 3 | Sand filling for foundation with clear M.Sand including cost of sand watering, ramming and consolidation etc complete. For Column Foundation | 1.16 | cu.m | - | - |
| 4 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete. For Column Foundation, For GL Brace Beam Foundation (3.68-0.30=3.38) | 1.73 | cu.m | - | - |
| 5 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers. | 17.61 | cu.m | - | - |
| 6 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by TWAD Board officers. PLANE SURFACES Below G.L. | 3.6 | Sq.m | - | - |
| 7 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete. | 0.46 | MT | - | - |
| 8 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete for item 1.5m to 4.5m below ground level | 2 | cu.m | - | - |
| 9 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items etc Complete Square column upto G.L. Brace Beam Bottom | 6 | Sq.m | - | - |
| 10 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete For items 0 to 1.50m below GL | 0.45 | cu.m | - | - |
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