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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | I₹7.4 LAccepted-Finance | ₹7.4 L | I | Accepted-Finance Accepted |
| 2 | II₹7.5 LRejected-Finance | ₹7.5 L | II | Rejected-Finance Rejected |
| 3 | III₹8.0 LRejected-Finance | ₹8.0 L | III | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | K.PANDIAN L2 | K.SUDARMANI L1 | V.P.Works Contractor L3 |
|---|---|---|---|---|---|---|
| 1.00 | Sand and Silt Under Water (SS20B) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Slush and silt under water upto 0.75m depth requiring the aid of basket and vessels (SS20B) etc complete as per Standard specifications. | 455 | M3 | 99.55 ₹45,295.25 Lowest | 100 ₹45,500 | 106.7 ₹48,548.5 |
| 2.00 | Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 drain wall | 105.3 | M2 | 295.05 ₹31,068.77 Lowest | 310 ₹32,643 | 315.25 ₹33,195.83 |
| 3.00 | Slab | 84.7 | M2 | 982.3 ₹83,200.81 | 900 ₹76,230 Lowest | 1,051.5 ₹89,062.05 |
| 4.00 | Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 24.3 | M3 | 6,122.65 ₹1,48,780.4 Lowest | 6,200 ₹1,50,660 | 6,562.05 ₹1,59,457.82 |
| 5.00 | Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC M20 concrete using following HBGS jelly excluding cost of reinforcement steel in position but including cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. (230 mm) Thick slab | 214.65 | M2 | 1,301.8 ₹2,79,431.37 | 1,300 ₹2,79,045 Lowest | 1,393.9 ₹2,99,200.64 |
| 6.00 | 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. | 664 | KG | 83.1 ₹55,178.4 | 80 ₹53,120 Lowest | 88.85 ₹58,996.4 |
| 7.00 | 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 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, 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). | 8.3 | M3 | 7,671.7 ₹63,675.11 | 7,500 ₹62,250 Lowest | 8,221.7 ₹68,240.11 |
| 8.00 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 455 | M3 | 93.4 ₹42,497 | 80 ₹36,400 Lowest | 100.1 ₹45,545.5 |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
11 Feb 2026, 3:00 pmClosed
Commissioner Kancheepuram Corporation
Kancheepuram city Municipal Corporation, Annai Indira gandhi salai, Kancheepuram
Removal of Desilting at Drain and Providing the Cover Slab at M.M Avenue Street Ward.No.34 in kancheepuram Corporation
2026_MAWS_649801_3
4783/2025/E2
Open Tender
Civil Works
Item Rate
Kancheepuram Corporation
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹10,000
25 Jun 2026
2 Feb 2026
11 Feb 2026
2 Feb 2026
11 Feb 2026
2 Feb 2026
2 Feb 2026 - 11 Feb 2026
Sand and Silt Under Water (SS20B) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Slush and silt under water upto 0.75m depth requiring the aid of basket and vessels (SS20B) etc complete as per Standard specifications.
Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 drain wall
Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.
Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC M20 concrete using following HBGS jelly excluding cost of reinforcement steel in position but including cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. (230 mm) Thick slab
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.
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 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, 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).
Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3
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