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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.6 L+₹849.75 (0.13%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SESHADIRI.T L2 | KRISHNAMOORTHY L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling the old damaged RCC Slab etc compliete., | 1 | m3 | 4,700 ₹4,700 | 4,610 ₹4,610 Lowest |
| 2.00 | Dismantling the Old damaged PCC Wall etc.,complete | 8 | m3 | 520 ₹4,160 Lowest | 520 ₹4,160 Lowest |
| 3.00 | Earth work excavation in all soils and sub soils to full depth as may be directed by the departmental officers except in hard rock requiring blasting but inclusive of shoring, strutting and balling out water wherever nessasary and depositing the surplus earth within initial lead of 10 metre and initial lift of 2 metre etc., complete as per Standard specifications SS | 12 | m3 | 250 ₹3,000 | 215 ₹2,580 Lowest |
| 4.00 | Earth work excavation in all soils with initial lead & lift etc. complete as per direction of departmental officers including Refilling. | 2 | m3 | 160 ₹320 Lowest | 160 ₹320 Lowest |
| 5.00 | Refilling trenches with selected excavated soil in layers not exceeding 20cm in depth ramming and Consolitaion of each layer watering etc.,all complete per standard specifications and as directed by the departmental engineer. | 1 | m3 | 40 ₹39.88 Lowest | 40 ₹39.88 Lowest |
| 6.00 | Suppling and erecting CENTERING for sides and soffits including supports and strutting upto 3.00m high for plane surfaces such as RCC Side for Drain Wall in all floors with all cross bracing using mills steel sheets of size 90cmx60cm an DBG 10 stiffened with welded mild steel angles of size 25mm .3mm for boarding laid over country wood joints of size 10cmx6.50 cm spaced at about 90cm centre and supported by cauuarinas props of 10cm to 13cm dia spaced at 75cm center to center etc compiete and directed . | 24 | m2 | 525 ₹12,600 Lowest | 525 ₹12,600 Lowest |
| 7.00 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification. for chamber side wall | 7 | m3 | 7,400 ₹51,829.6 | 7,370 ₹51,619.48 Lowest |
| 8.00 | Plastering with cement mortar 1: 5 mix (One cement and five sand) 12 mm thick including cost and conveyance of all materials,finishing,curing,and all labour chargesetc.completeas Standard specification. | 29 | m2 | 289 ₹8,381 Lowest | 289 ₹8,381 Lowest |
| 9.00 | Suppling and erecting CENTERING for sides and soffits including supports and strutting upto 3.00m high for plane surfaces such as RCC Side for Drain Wall in all floors with all cross bracing using mills steel sheets of size 90cmx60cm an DBG 10 stiffened with welded mild steel angles of size 25mm .3mm for boarding laid over country wood joints of size 10cmx6.50 cm spaced at about 90cm centre and supported by cauuarinas props of 10cm to 13cm dia spaced at 75cm center to center etc compiete and directed . | 62 | m2 | 1,085 ₹67,270 Lowest | 1,085 ₹67,270 Lowest |
| 10.00 | Supplying and fabrication and placing in position steel reinforcement using mild steel/Ribbed for steel rods for all RCC work as per the design given including cost of steel and binding wire in all floors complying with standard specification and drawings etc.., | 1,500 | Qtl | 91.8 ₹1,37,700 Lowest | 91.8 ₹1,37,700 Lowest |
Tender Value
₹7 L
EMD Value
₹7,000
Closing Date
20 Jul 2026, 3:00 pmClosed
Commissioner, Cuddalore Corporation
Corporation Office Cuddalore, Bharathi road, cuddalore
CUDDALORE CORPORATION - Raising of existing UGD chambers at ward areas 01 to 45 wards in cuddalore corporation.
2026_MAWS_684357_1
ROC.NO.249/2026/E3
Open Tender
Civil Works
Works
180 days
WORKS
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹7,000
Yes
16 Oct 2026
7 Jul 2026
20 Jul 2026
7 Jul 2026
20 Jul 2026
7 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the old damaged RCC Slab etc compliete., | 1 | m3 | - | - |
| 2 | Dismantling the Old damaged PCC Wall etc.,complete | 8 | m3 | - | - |
| 3 | Earth work excavation in all soils and sub soils to full depth as may be directed by the departmental officers except in hard rock requiring blasting but inclusive of shoring, strutting and balling out water wherever nessasary and depositing the surplus earth within initial lead of 10 metre and initial lift of 2 metre etc., complete as per Standard specifications SS | 12 | m3 | - | - |
| 4 | Earth work excavation in all soils with initial lead & lift etc. complete as per direction of departmental officers including Refilling. | 2 | m3 | - | - |
| 5 | Refilling trenches with selected excavated soil in layers not exceeding 20cm in depth ramming and Consolitaion of each layer watering etc.,all complete per standard specifications and as directed by the departmental engineer. | 1 | m3 | - | - |
| 6 | Suppling and erecting CENTERING for sides and soffits including supports and strutting upto 3.00m high for plane surfaces such as RCC Side for Drain Wall in all floors with all cross bracing using mills steel sheets of size 90cmx60cm an DBG 10 stiffened with welded mild steel angles of size 25mm .3mm for boarding laid over country wood joints of size 10cmx6.50 cm spaced at about 90cm centre and supported by cauuarinas props of 10cm to 13cm dia spaced at 75cm center to center etc compiete and directed . | 24 | m2 | - | - |
| 7 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification. for chamber side wall | 7 | m3 | - | - |
| 8 | Plastering with cement mortar 1: 5 mix (One cement and five sand) 12 mm thick including cost and conveyance of all materials,finishing,curing,and all labour chargesetc.completeas Standard specification. | 29 | m2 | - | - |
| 9 | Suppling and erecting CENTERING for sides and soffits including supports and strutting upto 3.00m high for plane surfaces such as RCC Side for Drain Wall in all floors with all cross bracing using mills steel sheets of size 90cmx60cm an DBG 10 stiffened with welded mild steel angles of size 25mm .3mm for boarding laid over country wood joints of size 10cmx6.50 cm spaced at about 90cm centre and supported by cauuarinas props of 10cm to 13cm dia spaced at 75cm center to center etc compiete and directed . | 62 | m2 | - | - |
| 10 | Supplying and fabrication and placing in position steel reinforcement using mild steel/Ribbed for steel rods for all RCC work as per the design given including cost of steel and binding wire in all floors complying with standard specification and drawings etc.., | 1,500 | Qtl | - | - |
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