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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹13.6 L+₹25,581 (1.91%)Rejected-AOC | L2 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | Sree Bharath Kathir Corporation L1 | Shree Saravana Contructions L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation and depositing on bank with initial lead of 10m and lift of 2m in the following classification of soils as directed by departmental officers A) Hard stiff clay black cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed small sized boulders for foundation SS 20B
First depth | 44 | M3 | 264 ₹11,616 Lowest | 270 ₹11,880 |
| 2.00 | SDR | 11 | M3 | 367 ₹4,037 Lowest | 370 ₹4,070 |
| 3.00 | Sand filling for foundation with M.sand including cost of sand, watering, ramming and consolidation etc complete as directed by departmental officers | 4 | M3 | 1,787 ₹7,148 Lowest | 1,800 ₹7,200 |
| 4.00 | Cement concrete 1:4:8 (one cement, four sand and eight aggregates) using 40mm HBGS for leveling course for foundation including the cost of mixing concrete, ramming, curing etc., complete. | 4 | M3 | 5,572 ₹22,288 Lowest | 5,600 ₹22,400 |
| 5.00 | RCC.1:1 ½ :3 (one cement and one and half sand and three aggregates) using 20mm 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 1.5m to 4.5 m below GL | 5.5 | M3 | 8,670 ₹47,685 Lowest | 8,700 ₹47,850 |
| 6.00 | Items 0 to 1.5 m below G.L | 2 | M3 | 8,670 ₹17,340 Lowest | 8,700 ₹17,400 |
| 7.00 | for item & 0m to 4.5 from GL | 2.5 | M3 | 8,811 ₹22,027.5 Lowest | 8,850 ₹22,125 |
| 8.00 | Above 4.51 m & Up to 7.32 m From GL | 10 | M3 | 9,089 ₹90,890 Lowest | 9,100 ₹91,000 |
| 9.00 | Above 7.32 m & Up to 10.98 m From GL | 17 | M3 | 9,367 ₹1,59,239 Lowest | 9,400 ₹1,59,800 |
| 10.00 | Supplying and erecting steel centering for sides and sophist of including necessary supports and shuttering to the required height for RCC items using MS sheets or suitable size of BG10 stiffened with welded MS angles of size 25mm x 25mm x 3mm of boarding. Laid over silver oak joints of size 10cm x 6.5cm spaced at 90cm center to center and supported by casuarinas props of 10cm to 13cm dia spaced at75cm centre to centre complying with standard specifications etc., completed
Plain surface
Below G.L items 0 to 3.30m | 7.5 | M2 | 1,085 ₹8,137.5 Lowest | 1,100 ₹8,250 |
Tender Value
₹17 L
EMD Value
₹17,000
Closing Date
30 Dec 2025, 3:00 pmClosed
E.O Karumandichellipalayam Town Panchayat
E.O Karumandichellipalayam Town Panchayat
Construction of 60000 litres capacity OHT at Ward No 11 Maya Avene in Karmandichellipalayam Town Panchayat
2025_DTP_636981_1
147/2025-9
Open Tender
Civil Works
Works
180 days
Karumandichellipalayam Town Panchayat
AS PER NORMS
2 documents required · 2 mandatory
₹0
₹17,000
26 Jan 2026
29 Dec 2025
30 Dec 2025
29 Dec 2025
30 Dec 2025
29 Dec 2025
29 Dec 2025 - 30 Dec 2025
Earth work excavation and depositing on bank with initial lead of 10m and lift of 2m in the following classification of soils as directed by departmental officers A) Hard stiff clay black cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed small sized boulders for foundation SS 20B First depth
Sand filling for foundation with M.sand including cost of sand, watering, ramming and consolidation etc complete as directed by departmental officers
Cement concrete 1:4:8 (one cement, four sand and eight aggregates) using 40mm HBGS for leveling course for foundation including the cost of mixing concrete, ramming, curing etc., complete.
RCC.1:1 ½ :3 (one cement and one and half sand and three aggregates) using 20mm 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 1.5m to 4.5 m below GL
Items 0 to 1.5 m below G.L
for item & 0m to 4.5 from GL
Above 4.51 m & Up to 7.32 m From GL
Above 7.32 m & Up to 10.98 m From GL
Supplying and erecting steel centering for sides and sophist of including necessary supports and shuttering to the required height for RCC items using MS sheets or suitable size of BG10 stiffened with welded MS angles of size 25mm x 25mm x 3mm of boarding. Laid over silver oak joints of size 10cm x 6.5cm spaced at 90cm center to center and supported by casuarinas props of 10cm to 13cm dia spaced at75cm centre to centre complying with standard specifications etc., completed Plain surface Below G.L items 0 to 3.30m
GL to 3.30Mt
Curved Surface GL to 3.30Mt Above GL
Square coloumn Below GL
GL to 3.30M
Painting two coats with approved cement paint over one coat of priming coat over cement palstered exposed surface of the resorvoir including cleaning preparing the surface and curing etc., complete and as directed by officers
Supplying fabricating and placing in position of HSD steel,rods for reinforcement including the cost of steel and binding wire etc., complete and as directed by departmental officers.
Provision of pipe connection arrangements for inlet outlet, scour and overflow etc., including cost of pipes, special, valves, labor charge for lifting aligning cutting threating fixing and painting of GI pipes. with two coats approved quality enamel paint etc., complete 65 mm GI pipe
50mm GI Pipe
Towards the cost of labour charges for laying and joining of PVC pipeline including cost and conveyance of all material to site and all labour charges etc., Complete 65 mm GI pipe
50mm GI Pipe
Providing manhole cover of size 0.60x0.60m in 50x50x6mm MS angles fixed along edges and as directed by officers
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