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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC NO 9 3 ONTHIYAMPUDUR VILLAGE NADUPATTY POST UTHANGARAI TALUK KRISHNAGIRI DISTRICT 635307 | KRISHNAGIRI | TAMIL NADU | 635307 | ₹1.7 Cr Quoted ₹1.8 Cr | L1 | Accepted-AOC L1 accepted |
| 2 | L2₹1.8 Cr+₹1.7 L (0.95%)Rejected-Finance SE MOTTUR VILLAGE SERPAPATTU POST THANDARAMPET TALUK TIRUVANNAMALAI DISTRICT 606753 | TIRUVANNAMALAI | TAMIL NADU | 606753 | ₹1.8 Cr+₹1.7 L (0.95%) | L2 | Rejected-Finance L2 rejected |
| Sl No | Description | Qty | Unit | P.M.RADHAKRISHNAN L2 | PSK Constructions L1 |
|---|---|---|---|---|---|
| 1.00 | 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. | 456 | m3 | 389 ₹1,77,384 | 385 ₹1,75,560 Lowest |
| 2.00 | Earth work Open excavation by Mechanical Means for Open Earthwork 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. | 9 | m3 | 211 ₹1,899 | 209 ₹1,881 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. | 100 | m3 | 2,079 ₹2,07,900 | 2,059 ₹2,05,900 Lowest |
| 4.00 | 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 | 85 | m3 | 167 ₹14,195 | 166 ₹14,110 Lowest |
| 5.00 | 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. | 110 | m3 | 392 ₹43,120 | 388 ₹42,680 Lowest |
| 6.00 | 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 Mannaul means | 55 | m3 | 5,836 ₹3,20,980 | 5,781 ₹3,17,955 Lowest |
| 7.00Brick work in following 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. | |||||
| 7.01 | In Foundation and Basement | 60 | m3 | 8,196 ₹4,91,760 | 8,119 ₹4,87,140 Lowest |
| 8.00Brick work in following Cement Mortar using best quality Fly ash Brick of size 230x110x75mm 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. | |||||
| 8.01 | In ground floor | 70 | m3 | 8,223 ₹5,75,610 | 8,145 ₹5,70,150 Lowest |
Tender Value
Refer Docs
EMD Value
₹95,300
Closing Date
19 Aug 2025, 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 Kelambakkam in Chengalpattu District
2025_PWD_592749_1
TNPWD/19-2 BCM/2025-26
Open Tender
Civil Works
Lump-sum
Chengalpattu
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹95,300
3 Nov 2025
14 Aug 2025
19 Aug 2025
14 Aug 2025
19 Aug 2025
14 Aug 2025
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