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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-Finance | ₹9.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹9.9 L+₹19,262 (1.98%)Rejected-Finance | ₹9.9 L+₹19,262 (1.98%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Hayagreeva Earth Movers L1 | T Vaithy L2 |
|---|---|---|---|---|---|
| 1.00 | Clean removal of lime plaster from walls and racking out joints 20mm deep or from terraced roofs racking out joints 12mm deep (S.I. No.318) | 76 | M3 | 11 ₹836 Lowest | 11 ₹836 Lowest |
| 1.10 | Dismantaling the Damaged Brick work in Cement Mortor including all cost etc complete. (S.I. No.14) | 1 | M3 | 303 ₹303 Lowest | 309 ₹309 |
| 1.20 | Plain cement concrete 1:4:8 mix (One cement four sand and eight aggregate) using 40mm size ISS gauge HBBG metal including mixing, laying, consolidating, curing, cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification | 2 | M3 | 5,522 ₹11,044 Lowest | 5,632 ₹11,264 |
| 1.30Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using M.S Sheets of size 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete Complying with Standard Specification | |||||
| 1.40 | for Grade Beam | 8 | M2 | 548 ₹4,384 Lowest | 559 ₹4,472 |
| 1.50 | for Septick tank Cover Slab | 8 | M2 | 1,132 ₹9,056 Lowest | 1,154 ₹9,232 |
| 1.60 | for Column | 3 | M2 | 1,358 ₹4,074 Lowest | 1,385 ₹4,155 |
| 1.70Providing 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). | |||||
| 1.80 | Up to Basement | 3 | M3 | 8,621 ₹25,863 Lowest | 8,792 ₹26,376 |
| 1.90 | Abouve Basement | 2 | M3 | 8,769 ₹17,538 Lowest | 8,943 ₹17,886 |
Tender Value
₹12 L
EMD Value
₹12,000
Closing Date
6 Feb 2026, 3:00 pmClosed
THE COMMISSIONER, SALEM CITY MUNICIPAL CORPORATION
Salem City Municipal Corporation, Fort Main Road, Salem
REPAIRS AND MAINTENANCE TO THE COMPOUND WALL AND TOILET TO THE CORPORATION MIDDLE SCHOOL AT ELLAPPAN STREET IN DIVISION NO. 35
2026_MAWS_649330_1
E3-Est No-199-B-2025-2026
Open Tender
Civil Works
Lump-sum
30 days
Salem City Municipal Corporation
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹12,000
7 Aug 2026
31 Jan 2026
6 Feb 2026
31 Jan 2026
6 Feb 2026
31 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clean removal of lime plaster from walls and racking out joints 20mm deep or from terraced roofs racking out joints 12mm deep (S.I. No.318) | 76 | M3 | - | - |
| 1.1 | Dismantaling the Damaged Brick work in Cement Mortor including all cost etc complete. (S.I. No.14) | 1 | M3 | - | - |
| 1.2 | Plain cement concrete 1:4:8 mix (One cement four sand and eight aggregate) using 40mm size ISS gauge HBBG metal including mixing, laying, consolidating, curing, cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification | 2 | M3 | - | - |
| 1.3 | Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using M.S Sheets of size 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete Complying with Standard Specification | - | - | - | - |
| 1.4 | for Grade Beam | 8 | M2 | - | - |
| 1.5 | for Septick tank Cover Slab | 8 | M2 | - | - |
| 1.6 | for Column | 3 | M2 | - | - |
| 1.7 | 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). | - | - | - | - |
| 1.8 | Up to Basement | 3 | M3 | - | - |
| 1.9 | Abouve Basement | 2 | M3 | - | - |
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