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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹9.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹10.0 L+₹37,400 (3.90%)Admitted-Fee/PreQual/Technical/Finance SFNO 73 UTHUKULI ROAD MANNARAI TIRUPUR | TIRUPPUR | TAMIL NADU | 638051 | ₹10.0 L+₹37,400 (3.90%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ANGAYARKANNI NAGARAJAN L1 | saravanan L2 |
|---|---|---|---|---|---|
| 1.00Additional Room for ABC Building | |||||
| 1.01 | Earth 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 and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum Footing | 31 | m3 | 220 ₹6,820 Lowest | 220 ₹6,820 Lowest |
| 1.02 | Plinth beam | 4 | m3 | 110 ₹440 Lowest | 110 ₹440 Lowest |
| 1.03 | Plain Cement Concrete 1 : 4 :8 ( one part of cement, five parts of sand and ten parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. | 4 | m3 | 6,423.55 ₹25,694.2 Lowest | 6,423.55 ₹25,694.2 Lowest |
| 1.04 | Supplying and filling of good earth filling locally available earth transported from the out side including consolidation,levelling specified in layers of not exceeding 200 mm thick., etc. complete. | 17 | m3 | 272.35 ₹4,629.95 Lowest | 272.35 ₹4,629.95 Lowest |
| 1.05 | Supplying and erecting centering and shuttering for soffits including necessary supports and strutting upto 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid). Plinth beam | 22 | m2 | 525 ₹11,550 Lowest | 525 ₹11,550 Lowest |
| 1.06 | lintel & roof beam | 48 | m2 | 1,085 ₹52,080 Lowest | 1,085 ₹52,080 Lowest |
| 1.07 | column | 43 | m2 | 1,302 ₹55,986 Lowest | 1,302 ₹55,986 Lowest |
| 1.08 | 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 400 kg/mᶾ and maximum water cement ratio of 0.45, 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 (5.0 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). Up to Basement | 7 | m3 | 9,087 ₹63,609 Lowest | 9,087 ₹63,609 Lowest |
| 1.09 | Ground floor | 7 | m3 | 9,228.07 ₹64,596.49 Lowest | 9,228.07 ₹64,596.49 Lowest |
Tender Value
₹13.2 L
EMD Value
₹13,200
Closing Date
23 Jun 2026, 3:00 pmClosed
Commissioner Palani Municipality
Red cross road palani municipality
Additional Building of Doctor room cum Watchman Room for Existing Animal Birth Control Centre at Periyappa Nagar Compost Yard in Palani Municipality
2026_MAWS_680154_1
752/2026/E1
Open Tender
Civil Works
Works
180 days
Palani Municipality
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹13,200
9 Jul 2026
10 Jun 2026
23 Jun 2026
10 Jun 2026
23 Jun 2026
10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Additional Room for ABC Building | |||||
| 1.01 | Earth 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 and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum Footing | - | m3 | 1 | - |
| 1.02 | Plinth beam | - | m3 | 1 | - |
| 1.03 | Plain Cement Concrete 1 : 4 :8 ( one part of cement, five parts of sand and ten parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. | - | m3 | 1 | - |
| 1.04 | Supplying and filling of good earth filling locally available earth transported from the out side including consolidation,levelling specified in layers of not exceeding 200 mm thick., etc. complete. | - | m3 | 1 | - |
| 1.05 | Supplying and erecting centering and shuttering for soffits including necessary supports and strutting upto 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid). Plinth beam | - | m2 | 1 | - |
| 1.06 | lintel & roof beam | - | m2 | 1 | - |
| 1.07 | column | - | m2 | 1 | - |
| 1.08 | 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 400 kg/mᶾ and maximum water cement ratio of 0.45, 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 (5.0 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). Up to Basement | - | m3 | 1 | - |
| 1.09 | Ground floor | - | m3 | 2 | - |
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