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Tender Value
₹15 L
EMD Value
₹15,000
Closing Date
13 Oct 2026, 3:00 pm
THE COMMISSIONER, ERODE CITY MUNICIPAL CORPORATION
246, MEENAKSHI SUNDARANAR SALAI,ERODE
Reconstruction of existing damaged culvert and Drain wall at Rajajipuram 1st, 2nd, 1st cross towards toilet junction, and Janakiammal Layout 1st, 3rd, 4th street in ward no.37
2026_MAWS_707930_1
E1-2089-2026-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works
Works
60 days
ERODE CITY MUNICIPAL CORPOATION
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹15,000
25 Sept 2026
25 Sept 2026
13 Oct 2026
25 Sept 2026
13 Oct 2026
25 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the existing damaged RCC including all labour charges cost and conveyance of all materials to site etc., complete as per standard specification. | 11.5 | M3 | - | - |
| 2 | Dismantling the existing damaged PCC including all labour charges cost and conveyance of all materials to site etc., complete as per standard specification. | 36 | M3 | - | - |
| 3 | Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Slush and silt under water upto 0.75m depth requiring the aid of basket and vessels including all cost and conveyance of labour charges etc completed (SS20B) | 57 | M3 | - | - |
| 4 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 17 | M3 | - | - |
| 5Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,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. Side wall (Without strutting) | |||||
| 5.01 | For Body wall | 280 | M2 | - | - |
| 5.02 | For RCC Floor slab | 60 | M2 | - | - |
| 6 | Plain Cement Concrete 1:2:4 (one cement, two fine aggregates 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 specificationspecification | 71 | M3 | - | - |
| 7 | 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. | 1,800 | KG | - | - |
| 8 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but 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 cost etc., complete complying with standard specification and as directed by the departmental officers - | 18 | M3 | - | - |
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