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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-Finance | ₹5.2 L | L1 | Accepted-Finance As per Technical Security Committee on 17.09.2026 |
| 2 | L2₹5.7 L+₹54,051.96 (10.5%)Rejected-Finance | ₹5.7 L+₹54,051.96 (10.5%) | L2 | Rejected-Finance As per Technical Security Committee on 17.09.2026 |
| 3 | L3₹5.8 L+₹66,600.38 (12.9%)Rejected-Finance | ₹5.8 L+₹66,600.38 (12.9%) | L3 | Rejected-Finance As per Technical Security Committee on 17.09.2026 |
| 4 | L4₹6.1 L+₹93,023.23 (18.0%)Rejected-Finance | ₹6.1 L+₹93,023.23 (18.0%) | L4 | Rejected-Finance As per Technical Security Committee on 17.09.2026 |
| Sl No | Description | Qty | Unit | SREE.V.T.CONSTRUCTIONS L4 | MKMS Constructions L1 | A.Balasubramani L3 | M H CONSTRUCTION L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling, clearing away and carefully stacking materials useful for re-use Doors & Windows including removal of frames, hinges and fastenings etc., Complete and as directed by the departmental officers. | 22.3 | Sq.m | 180 ₹4,014 | 135 ₹3,010.5 Lowest | 200 ₹4,460 | 150 ₹3,345 |
| 2.00 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc 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 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth. | 15.8 | Cu.m | 340 ₹5,372 | 315 ₹4,977 Lowest | 375 ₹5,925 | 340 ₹5,372 |
| 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 | 2.15 | Cu.m | 6,500 ₹13,975 | 5,100 ₹10,965 Lowest | 5,850 ₹12,577.5 | 5,800 ₹12,470 |
| 4.00 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). | 77 | Sq.m | 950 ₹73,150 | 600 ₹46,200 Lowest | 690 ₹53,130 | 670 ₹51,590 |
| 5.00 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone 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.-Mixing by mechanical means | 6.85 | Cu.m | 5,100 ₹34,935 Lowest | 6,400 ₹43,840 | 7,300 ₹50,005 | 7,250 ₹49,662.5 |
| 6.00Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC 1:2:4 (one cement, two crushed stone sand and four aggregates), 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 by the departmental officers | |||||||
| 6.01 | 50mm thick slab (using 20mm HBGS Jelly) | 26.25 | Sq.m | 730 ₹19,162.5 | 545 ₹14,306.25 Lowest | 575 ₹15,093.75 | 550 ₹14,437.5 |
| 7.00Supplying, 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 departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) | |||||||
| 7.01 | Foundation and Basement | 0.26 | Qtl | 9,800 ₹2,548 | 8,100 ₹2,106 Lowest | 9,325 ₹2,424.5 | 9,300 ₹2,418 |
| 8.00 | Repairs to doors and window, ventilator including cost of fittings and hinges of required size and reepers etc., Completed Complying with standard specifications. | 22.3 | Sq.m | 220 ₹4,906 Lowest | 315 ₹7,024.5 | 375 ₹8,362.5 | 350 ₹7,805 |
Tender Value
Refer Docs
EMD Value
₹6,000
Closing Date
15 Sept 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer Buildings C and M Division Cuddalore
Special Repairs to drainage arrangements and Joineries for block B in Government Annai Sathya Childrens Home at Cuddalore in Cuddalore District.
2026_PWD_698913_1
TN4-3/2026-2027/Dt 28.08.2026
Open Tender
Civil Works - Buildings
Lump-sum
90 days
Cuddalore
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹6,000
17 Sept 2026
28 Aug 2026
16 Sept 2026
28 Aug 2026
15 Sept 2026
28 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling, clearing away and carefully stacking materials useful for re-use Doors & Windows including removal of frames, hinges and fastenings etc., Complete and as directed by the departmental officers. | 22.3 | Sq.m | - | - |
| 2 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc 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 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth. | 15.8 | Cu.m | - | - |
| 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 | 2.15 | Cu.m | - | - |
| 4 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). | 77 | Sq.m | - | - |
| 5 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone 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.-Mixing by mechanical means | 6.85 | Cu.m | - | - |
| 6Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC 1:2:4 (one cement, two crushed stone sand and four aggregates), 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 by the departmental officers | |||||
| 6.01 | 50mm thick slab (using 20mm HBGS Jelly) | 26.25 | Sq.m | - | - |
| 7Supplying, 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 departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) | |||||
| 7.01 | Foundation and Basement | 0.26 | Qtl | - | - |
| 8 | Repairs to doors and window, ventilator including cost of fittings and hinges of required size and reepers etc., Completed Complying with standard specifications. | 22.3 | Sq.m | - | - |
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