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| Sl No | Description | Qty | Unit | A.STALIN L1 | S GIRIJA L2 |
|---|---|---|---|---|---|
| 1.00Earth 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 the site etc.,complete | |||||
| 1.10 | column | 6 | M3 | 175 ₹1,050 Lowest | 178 ₹1,068 |
| 1.20 | Plinth Beam | 1.5 | M3 | 85 ₹127.5 Lowest | 89 ₹133.5 |
| 2.00 | Cement Concrete 1:4:8 (One Cement, Five 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 curing etc. complete complying with standard specification. | 1.5 | M3 | 5,120 ₹7,680 Lowest | 5,125 ₹7,687.5 |
| 3.00Providing 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 content of 325 kg/mᶾ 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 sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators etc completed. | |||||
| 3.10 | Foundation and Basement | 3 | M3 | 7,870 ₹23,610 Lowest | 7,875 ₹23,625 |
| 4.00Centering 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. | |||||
| 4.10 | Column | 16 | M2 | 1,080 ₹17,280 Lowest | 1,085 ₹17,360 |
| 4.20 | Plinth Beam | 11 | M2 | 265 ₹2,915 Lowest | 269 ₹2,959 |
| 5.00 | 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. | 241 | Kg | 87 ₹20,967 Lowest | 88 ₹21,208 |
Tender Value
₹1.8 L
EMD Value
₹1,800
Closing Date
10 Aug 2026, 3:00 pmClosed
Commissioner Vadalur municipality
Commissioner Vadalur municipality
Construction of compound wall at between old EB office road school and tank permises in Vadalur Municipality.
2026_MAWS_688027_3
921/2026/E1
Open Tender
Civil Works - Others
Item Rate
45 days
Vadalur Municipality
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹1,800
10 Aug 2026
23 Jul 2026
10 Aug 2026
23 Jul 2026
10 Aug 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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 the site etc.,complete | |||||
| 1.1 | column | 6 | M3 | - | - |
| 1.2 | Plinth Beam | 1.5 | M3 | - | - |
| 2 | Cement Concrete 1:4:8 (One Cement, Five 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 curing etc. complete complying with standard specification. | 1.5 | M3 | - | - |
| 3Providing 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 content of 325 kg/mᶾ 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 sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators etc completed. | |||||
| 3.1 | Foundation and Basement | 3 | M3 | - | - |
| 4Centering 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. | |||||
| 4.1 | Column | 16 | M2 | - | - |
| 4.2 | Plinth Beam | 11 | M2 | - | - |
| 5 | 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. | 241 | Kg | - | - |
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