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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC PUDUKKOTTAI | ₹4.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.0 L+₹1.4 L (30.2%)Rejected-AOC | ₹6.0 L+₹1.4 L (30.2%) | L2 | Rejected-AOC L2 |
| 3 | L3₹6.2 L+₹1.6 L (34.6%)Rejected-AOC | ₹6.2 L+₹1.6 L (34.6%) | L3 | Rejected-AOC L3 |
| 4 | L4₹7.7 L+₹3.1 L (66.7%)Rejected-AOC | ₹7.7 L+₹3.1 L (66.7%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | M BALASUBRAMANIAN L3 | NEW SUN ASSOCIATES L1 | M SANTHI L2 | S GUNASEKARAN L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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 wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officers with intial lead and lifts and cleaning and levelling the site etc.,complete SS.20.B | 65.5 | M3 | 170 ₹11,135 | 184 ₹12,052 | 110 ₹7,205 Lowest | 194 ₹12,707 |
| 2.00 | Plain Cement concrete 1:4:8 (one cement, four M.sand,eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted,etc., complete complying with standard specfication. | 10.5 | M3 | 4,656 ₹48,888 Lowest | 5,400 ₹56,700 | 5,100 ₹53,550 | 5,500 ₹57,750 |
| 3.00 | Centering for soffits of plane surface Side Wall ,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed | 229.5 | m2 | 447 ₹1,02,586.5 | 400 ₹91,800 | 390 ₹89,505 Lowest | 600 ₹1,37,700 |
| 4.00 | Plain Cement concrete 1:2:4 (one cement,Two sand &Four course aggregate) using 20mm gauge hand broken granite stones for all RCC items of works excluding centering shuttering and cost of reinforcement including curing etc.,complete and also including fixing fan clamps and fixtures in RCC works wherever necessary as directed by departmental officer etc., complete. | 32 | M3 | 5,975 ₹1,91,200 | 460 ₹14,720 Lowest | 6,000 ₹1,92,000 | 6,580 ₹2,10,560 |
| 5.00 | 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 | 33 | M3 | 1,910 ₹63,030 | 1,980 ₹65,340 | 1,900 ₹62,700 Lowest | 2,400 ₹79,200 |
| 6.00 | Providing and laying of 83 mm thick high strength type conforming IS 15658-2006 of Inter Locking Rubber Raised Paver block in required sizes of minimum compressive strength of 40 N/mm2 in uniform shape of approved make to be laid in flurrying bone pattern with approved non sticking surface in the top and the rate including leveling the base preparation of sub base with stone dust cushion 100mm thick, laying out the pavement cut the pieces to fit the edge, vibrating the pavers, sweeping transporting, loading unloading and laying of paver block as per standard specification. | 220 | m2 | 905 ₹1,99,100 | 980 ₹2,15,600 | 865 ₹1,90,300 Lowest | 1,200 ₹2,64,000 |
| 8.00 | Granolithic Floor 0.25Cum thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications. | 34 | M2 | 140 ₹4,760 Lowest | 150 ₹5,100 | 152 ₹5,168 | 210 ₹7,140 |
Tender Value
Refer Docs
EMD Value
₹16,400
Closing Date
29 Sept 2025, 3:00 pmClosed
EXECUTIVE OFFICER,ANNAVASAL TOWN PANCHAYAT
EXECUTIVE OFFICER,ANNAVASAL TOWN PANCHAYAT
Construction of Drainage with Paver Block Road at Ward 03 Naina Chetiar Santhu in Annavasal Town Panchayat, Pudukkottai District.
2025_DTP_606008_3
166/a1/202512092025152
Open Tender
Civil Works
Works
30 days
EXECUTIVE OFFICER, ANNAVASAL TOWN PANCHAYAT
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹16,400
8 Oct 2025
19 Sept 2025
29 Sept 2025
19 Sept 2025
29 Sept 2025
19 Sept 2025
Amount
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 wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officers with intial lead and lifts and cleaning and levelling the site etc.,complete SS.20.B
Plain Cement concrete 1:4:8 (one cement, four M.sand,eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted,etc., complete complying with standard specfication.
Centering for soffits of plane surface Side Wall ,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed
Plain Cement concrete 1:2:4 (one cement,Two sand &Four course aggregate) using 20mm gauge hand broken granite stones for all RCC items of works excluding centering shuttering and cost of reinforcement including curing etc.,complete and also including fixing fan clamps and fixtures in RCC works wherever necessary as directed by departmental officer etc., complete.
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
Providing and laying of 83 mm thick high strength type conforming IS 15658-2006 of Inter Locking Rubber Raised Paver block in required sizes of minimum compressive strength of 40 N/mm2 in uniform shape of approved make to be laid in flurrying bone pattern with approved non sticking surface in the top and the rate including leveling the base preparation of sub base with stone dust cushion 100mm thick, laying out the pavement cut the pieces to fit the edge, vibrating the pavers, sweeping transporting, loading unloading and laying of paver block as per standard specification.
Granolithic Floor 0.25Cum thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.
M SANTHI (BID ID -1474378)
M BALASUBRAMANIAN (BID ID -1474259)
S GUNASEKARAN (BID ID -1474292)
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