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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC | ₹1.8 Cr | L1 | Accepted-AOC L1 accepted |
| 2 | L2₹1.9 Cr+₹4.2 L (2.29%)Rejected-Finance | ₹1.9 Cr+₹4.2 L (2.29%) | L2 | Rejected-Finance L2 Rejected |
| Sl No | Description | Qty | Unit | G SAKTHI CONSTRUCTIONS L2 | RPJ Builders L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation (for narrow excavation) 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 mts. and clearing and levelling the site, etc., complete complying with standard specification | 337 | m3 | 292 ₹98,404 Lowest | 315 ₹1,06,155 |
| 2.00 | Earth Work open excavation for foundation in all soils and subsoils and to a full depth as may be directed except in rock requiring blasting including shoring, strutting and dewatering wherever found necessary, depositing the excavated earth at site of work in Places shown by the departmental officers with an initial lead of 10 m and lift of 12m, clearing and levelling the site etc. Complete complying with standard specification. | 27 | m3 | 115 ₹3,105 | 110 ₹2,970 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. | 71 | m3 | 1,781 ₹1,26,451 | 1,500 ₹1,06,500 Lowest |
| 4.00 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers | 90 | m3 | 403 ₹36,270 | 350 ₹31,500 Lowest |
| 5.00 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification | 110 | m3 | 171 ₹18,810 | 150 ₹16,500 Lowest |
| 6.00 | Cement Concrete 1:5:10 (One Cement, Five 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 curing etc. complete complying with standard specification | 63 | m3 | 5,699 ₹3,64,736 | 5,500 ₹3,52,000 Lowest |
| 7.00Brick work in following Cement Mortar using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 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. | |||||
| 7.01 | For Super structure in Ground Floor | 72 | m3 | 7,871 ₹5,74,583 | 7,750 ₹5,65,750 Lowest |
| 7.02 | For Super structure in First Floor | 86 | m3 | 8,082 ₹7,83,954 | 7,800 ₹7,56,600 Lowest |
| 7.03 | For Super structure in Second Floor | 14 | m3 | 8,293 ₹1,16,102 | 7,800 ₹1,09,200 Lowest |
Tender Value
₹1.8 Cr
EMD Value
₹1.0 L
Closing Date
24 Feb 2026, 3:00 pmClosed
Superintending Engineer PWD
Office of the Superintending Engineer PWD Buildings Construction and Maintenance Circle 2, Chepauk Chennai 5
Construction of 8 Classrooms Building (Under Nabard RIDF XXXI) in Government Higher Secondary School at Medavakkam in Chengalpattu District.
2026_PWD_663795_1
TNPWD/56-4 BCM/2025-26
Open Tender
Civil Works
Lump-sum
Medavakkam
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹1.0 L
30 Mar 2026
21 Feb 2026
24 Feb 2026
21 Feb 2026
24 Feb 2026
21 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation (for narrow excavation) 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 mts. and clearing and levelling the site, etc., complete complying with standard specification | 337 | m3 | - | - |
| 2 | Earth Work open excavation for foundation in all soils and subsoils and to a full depth as may be directed except in rock requiring blasting including shoring, strutting and dewatering wherever found necessary, depositing the excavated earth at site of work in Places shown by the departmental officers with an initial lead of 10 m and lift of 12m, clearing and levelling the site etc. Complete complying with standard specification. | 27 | m3 | - | - |
| 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. | 71 | m3 | - | - |
| 4 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers | 90 | m3 | - | - |
| 5 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification | 110 | m3 | - | - |
| 6 | Cement Concrete 1:5:10 (One Cement, Five 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 curing etc. complete complying with standard specification | 63 | m3 | - | - |
| 7Brick work in following Cement Mortar using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 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. | |||||
| 7.01 | For Super structure in Ground Floor | 72 | m3 | - | - |
| 7.02 | For Super structure in First Floor | 86 | m3 | - | - |
| 7.03 | For Super structure in Second Floor | 14 | m3 | - | - |
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