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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC | ₹1.0 Cr | L1 | Accepted-AOC Less than estimate valve |
| 2 | Rejected-Technical | - | - | Rejected-Technical Technically not qualified |
| Sl No | Description | Qty | Unit | K SUNDARAPANDIAN L1 |
|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. Foundation | 200 | m3 | 256.8 ₹51,360 Lowest |
| 2.00 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers. Grade Beam | 47 | m3 | 110 ₹5,170 Lowest |
| 3.00 | 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 mechanical means | 25 | m3 | 5,552 ₹1,38,800 Lowest |
| 4.00 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 226 | m3 | 738 ₹1,66,788 Lowest |
| 5.00 | Providing and laying in position, Standardised Concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method 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 350 kglm3 and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) 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 crushed stone 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 | 90 | m3 | 8,234 ₹7,41,060 Lowest |
| 6.00 | Ground Floor | 70 | m3 | 8,375 ₹5,86,250 Lowest |
| 7.00 | 1st Floor | 37 | m3 | 8,650 ₹3,20,050 Lowest |
| 8.00 | 2nd Floor | 3 | m3 | 8,900 ₹26,700 Lowest |
| 9.00 | 3rd Floor | 0.1 | m3 | 9,200 ₹920 Lowest |
| 10.00 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the epartmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) Basement | 10,800 | Kg | 94.9 ₹10,24,920 Lowest |
Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
24 Feb 2026, 3:00 pmClosed
Commissioner,Municipal Office,Kayalpattinam
Commissioner,Municipal Office,Kayalpattinam- 628204
Construction of 6 Nos of Class room School Building at Theevu street Govt.Girls Higher Secondary School in Kayalpattinam Municipality
2026_MAWS_660082_1
150/2026/E1
Open Tender
Civil Works - Bridges
Works
548 days
Kayalpattinam
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.3 L
Municipal Office,Kayalpattinam
21 Aug 2026
18 Feb 2026
24 Feb 2026
18 Feb 2026
24 Feb 2026
20 Feb 2026
20 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. Foundation | 200 | m3 | - | - |
| 2 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers. Grade Beam | 47 | m3 | - | - |
| 3 | 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 mechanical means | 25 | m3 | - | - |
| 4 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 226 | m3 | - | - |
| 5 | Providing and laying in position, Standardised Concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method 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 350 kglm3 and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) 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 crushed stone 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 | 90 | m3 | - | - |
| 6 | Ground Floor | 70 | m3 | - | - |
| 7 | 1st Floor | 37 | m3 | - | - |
| 8 | 2nd Floor | 3 | m3 | - | - |
| 9 | 3rd Floor | 0.1 | m3 | - | - |
| 10 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the epartmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) Basement | 10,800 | Kg | - | - |
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