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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.0 LAccepted-AOC | ₹54.0 L | L1 | Accepted-AOC L1 IS ACCEPTED |
| 2 | L2₹54.7 LRejected-Finance | ₹54.7 L | L2 | Rejected-Finance OK |
| Sl No | Description | Qty | Unit | PTK CONSTRUCTION L2 | SUN ASSOCIATES L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock requiring blasting inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including clearing leveling the site etc., complete complying with standard specification (TNDSS No. 23, 24) | 1,111 | M3 | 185 ₹2.1 L | 170 ₹1.9 L |
| 2.00 | Cement concrete 1:4:8 mix (One cement four sand and Eight metal) using 40mm ISS hard broken granite stone jelly for foundation and flooring including dewatering wherever necessary and laid in layers of not exceeding 15cm thick to required thickness including all labour charges ect complete as per standard specification | 93 | M3 | 5,355 ₹5.0 L | 5,340 ₹5.0 L |
| 3.00Centering for soffits of RCC slabs plane surface including strutting upto 3.00m height using mild steel of size 90cmx60cmx10 gauge fitted with MS angle of size 25mmx25mmx3mm laid over silver oak (CW) joists of size 10cmx6cm spaced at 90cm c/c and supported by causrina props of 10cm to 13cm dia spaced at 75cm c/c complying with standard specification | |||||
| 3.01 | a) without Strutting -Side Wall | 3,455 | M2 | 495 ₹17.1 L | 482 ₹16.7 L |
| 3.02 | b) with Strutting -Culvert | 8 | M2 | 1,125 ₹8,996.79 | 1,067 ₹8,532.95 |
| 4.00 | Plain Cement Concrete 1:2:4 (one cement, two M Sand 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 | 436 | M3 | 6,725 ₹29.3 L | 6,710 ₹29.3 L |
| 5.00 | Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (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) | 434 | M2 | 175 ₹75,950 | 168 ₹72,912 |
| 6.00 | Providing and laying in position, standardised concrete Mix M-20 Grade in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). | 2 | M3 | 8,485 ₹16,953.03 | 8,463 ₹16,909.07 |
| 7.00 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 240 | Kg | 95 ₹22,800 | 91 ₹21,840 |
| 8.00 | Supplying and Fixing in Position of Manhole Cover SFRC 600mm x 600mm of best approved quality as per standard specification etc (SOR 24-25, M-0714) | 1 | Nos | 2,728 ₹2,728 | 2,701 ₹2,701 |
Tender Value
₹65 L
EMD Value
₹65,000
Closing Date
15 Jul 2025, 4:00 pmClosed
THE COMMISSIONER, ERODE CITY MUNICIPAL CORPORATION
246, MEENAKHISUNDARANAR SALAI, ERODE-638001
Construction of Strom water Drain and Culvert at Thattankadu North side 3rd cross S/N-056005R1013,Thattankadu 4th Cross Road S/N-056005R1014 and Thattankadu 2nd Cross Road S/N- 056005R1012 in Ward No-05.
2025_MAWS_576202_1
E1-2457-2025-04-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works
180 days
THE COMMISSIONER, ERODE CITY MUNICIPAL CORPORATION
Please refer Tender documents.
16 documents required · 16 mandatory
₹0
₹65,000
ERODE CITY MUNICIPAL CORPORATION
24 Dec 2025
1 Jul 2025
15 Jul 2025
1 Jul 2025
15 Jul 2025
1 Jul 2025
7 Jul 2025
Amount
Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock requiring blasting inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including clearing leveling the site etc., complete complying with standard specification (TNDSS No. 23, 24)
Cement concrete 1:4:8 mix (One cement four sand and Eight metal) using 40mm ISS hard broken granite stone jelly for foundation and flooring including dewatering wherever necessary and laid in layers of not exceeding 15cm thick to required thickness including all labour charges ect complete as per standard specification
Centering for soffits of RCC slabs plane surface including strutting upto 3.00m height using mild steel of size 90cmx60cmx10 gauge fitted with MS angle of size 25mmx25mmx3mm laid over silver oak (CW) joists of size 10cmx6cm spaced at 90cm c/c and supported by causrina props of 10cm to 13cm dia spaced at 75cm c/c complying with standard specification
a) without Strutting -Side Wall
b) with Strutting -Culvert
Plain Cement Concrete 1:2:4 (one cement, two M Sand 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
Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (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)
Providing and laying in position, standardised concrete Mix M-20 Grade in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials).
Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.
Supplying and Fixing in Position of Manhole Cover SFRC 600mm x 600mm of best approved quality as per standard specification etc (SOR 24-25, M-0714)
PTK CONSTRUCTION (BID ID -1402757)
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