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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.4 LAccepted-Finance | ₹20.4 L | L1 | Accepted-Finance As per Technical Security Committee on 17.09.2026 |
| 2 | Rejected-Technical NO 30A KATTUKUDALUR ROAD DHASKANT NAGAR VRIDHACHALAM TALUK CUDDALORE DISTRICT | VRIDHACHALAM | CUDDALORE | TAMIL NADU | - | - | Rejected-Technical As per Technical Security Committee on 16.09.2026 |
| Sl No | Description | Qty | Unit | SK BUILDERS L2 | R.Pandiyan L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling, clearing away and carefully stacking materials useful for re-use of Brick / stone masonry in Cement mortar walls under 3m high etc., Complete and as directed by the departmental officers | 19.37 | Cu.m | 215 ₹4,164.55 | 210 ₹4,067.7 Lowest |
| 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. | 108.1 | Cu.m | 350 ₹37,835 | 346 ₹37,402.6 Lowest |
| 3.00 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 12.1 | Cu.m | 3,570 ₹43,197 | 3,566 ₹43,148.6 Lowest |
| 4.00 | 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 | 9.7 | Cu.m | 6,520 ₹63,244 | 6,510 ₹63,147 Lowest |
| 5.00Brick work in Cement Mortar 1:6 (One Cement and Six Crushed Stone Sand) Cement Mortar using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. | |||||
| 5.01 | For Foundation and Basement | 29.8 | Cu.m | 550 ₹16,390 | 545 ₹16,241 Lowest |
| 6.00Brick partition walls of 11.50cm thickness using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 in Cement Mortar 1:3 (One Cement and Three CS Sand) using hoop iron reinforcement if found necessary including Cost of Mortar Plasticizer, curing etc. complete complying with standard specification and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately) | |||||
| 6.01 | For Superstucture in Ground floor | 172.58 | Sq.m | 1,385 ₹2,39,023.3 | 1,380 ₹2,38,160.4 Lowest |
| 7.00 | 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). | 99.5 | Sq.m | 1,255 ₹1,24,872.5 | 1,250 ₹1,24,375 Lowest |
| 8.00 | Supplying and erecting steel centering including necessary supports For plane surfaces such as rectangular or square RCC columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc..complete in all floors complying with standard specifcation. Steel Adjustable telescopic props shall be rovided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). | 177.4 | Sq.m | 1,355 ₹2,40,377 | 1,350 ₹2,39,490 Lowest |
Tender Value
Refer Docs
EMD Value
₹21,000
Closing Date
15 Sept 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer Buildings C and M Division Cuddalore
Construction of Compound Wall for KGBV School at Periyanesalur in Cuddalore Distict.
2026_PWD_698928_1
TN4-4/2026-2027/Dt 28.08.2026
Open Tender
Civil Works - Buildings
Lump-sum
120 days
Periyanesalur
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹21,000
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 of Brick / stone masonry in Cement mortar walls under 3m high etc., Complete and as directed by the departmental officers | 19.37 | Cu.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. | 108.1 | Cu.m | - | - |
| 3 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 12.1 | Cu.m | - | - |
| 4 | 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 | 9.7 | Cu.m | - | - |
| 5Brick work in Cement Mortar 1:6 (One Cement and Six Crushed Stone Sand) Cement Mortar using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. | |||||
| 5.01 | For Foundation and Basement | 29.8 | Cu.m | - | - |
| 6Brick partition walls of 11.50cm thickness using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 in Cement Mortar 1:3 (One Cement and Three CS Sand) using hoop iron reinforcement if found necessary including Cost of Mortar Plasticizer, curing etc. complete complying with standard specification and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately) | |||||
| 6.01 | For Superstucture in Ground floor | 172.58 | Sq.m | - | - |
| 7 | 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). | 99.5 | Sq.m | - | - |
| 8 | Supplying and erecting steel centering including necessary supports For plane surfaces such as rectangular or square RCC columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc..complete in all floors complying with standard specifcation. Steel Adjustable telescopic props shall be rovided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). | 177.4 | Sq.m | - | - |
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