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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.2 CrAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹29.6 Cr+₹56.4 L (1.94%)Rejected-AOC | L2 | Rejected-AOC Highest Bidder |
| Sl No | Description | Qty | Unit | Ravi Electricals L1 | KARTHIKEYAN ELECTRICALS L2 |
|---|---|---|---|---|---|
| 1.00Civil works | |||||
| 1.01 | Earth work excavation for foundation 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. | 6,767 | Cum | 378 ₹30,18,352.68 Lowest | 385 ₹30,74,248.1 |
| 2.00 | 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 | 2,256 | Cum | 163 ₹4,33,919.04 Lowest | 166 ₹4,41,905.28 |
| 3.00 | Backfilling with broughtout filling (quarry rubbish) earth other than sand below floor level from existing Ground level 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 | 1,836 | Cum | 1,264 ₹27,38,430.72 Lowest | 1,289 ₹27,92,592.72 |
| 4.00 | Supplying and filling with Conveyed earth in layers of not more than 15 cm thick including watering, consolidation etc, complete as directed by the Engineer incharge of works and as per the technical specifications (Foundation and below floors) | 11,708 | cum | 381 ₹52,63,682.64 Lowest | 388 ₹53,60,390.72 |
| 5.00 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 3,170 | Cum | 1,412 ₹52,81,727.2 Lowest | 1,440 ₹53,86,464 |
| 6.00 | Providing Pre - construction Anti - termite treatment and creating a chemical barrier to the building by injecting chemical emulsion of required concentration under grade slab and grade beam, all round the Pile Caps, Catch basins, trenches, pits, tunnels, wall trenches, back fill, plinth filling, junction of wall and floor. External perimeter of building, surrounding of pipes, expansion joints, below U.G. sump and retaining/side walls etc. as per instructions of chemical manufacturer as directed by the Department officer/ Architect. The treatment shall be carried out strictly in accordance with the technical specification and conforming to IS 6313 or equivalent BS specification. The chemical to be used as insecticide for the treatment shall be Biflex Tc, TC stands for Termiticide Concentrate for Termite Control (Bifenthrin) and the application shall be diluted 1 part of chemical Biflex Tc with 49 parts of water to get 0.05% emulsion and strictly in accordance with the manufacturer’s specification.Including cost of chemicals labour charges,transport and storing etc complete and as directed by the department officers | 3,462 | Sqm | 124 ₹5,06,559.84 Lowest | 126 ₹5,14,730.16 |
| 7.00 | Supplying and filling with M-sand in layers of not more than 15 cm thick including watering, consolidation etc, complete as directed by the Engineer incharge of works and as per the technical specifications (Foundation and below floors) | 800 | Cum | 2,592 ₹24,46,848 Lowest | 2,643 ₹24,94,992 |
| 8.00 | Plain 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 (Foundation) | 292 | Cum | 6,654 ₹22,92,702.24 Lowest | 6,783 ₹23,37,150.48 |
| 9.00 | Cement Concrete 1:3:6 (One Cement, Three sand and Six broken stone jelly) using 40mm size hard broken stone jelly for dummy columns, excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete. (Reinforced Cement Concrete 1:2:4 for slab to be extended upto top of splashing with pressed tiles and future extension rods to be embedded in CC 1:3:6 (One Cement, Three Sand and Six hard broken stone jelly). Dummy columns should be at least 1 metre height) (below floor) | 259 | Cum | 7,704 ₹23,54,496.48 Lowest | 7,854 ₹24,00,339.48 |
Tender Value
₹28.3 Cr
EMD Value
₹28.3 L
Closing Date
6 Feb 2026, 3:00 pmClosed
Superintending Engineer
O/o Superintending Engineer, PWD, Heritage Buildings Circle, Chepauk, Chennai -05
ESTABLISHMENT OF NAAVAI ARCHAEOLOGICAL EXCAVATION AT AZHAGAN KULAM IN RAMANATHAPURAM DISTRICT
2026_PWD_649713_1
86/HBC/2025-26
Open Tender
Civil Works - Buildings
Lump-sum
455 days
Ramanathapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹28.3 L
13 Mar 2026
31 Jan 2026
6 Feb 2026
31 Jan 2026
6 Feb 2026
31 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil works | |||||
| 1.01 | Earth work excavation for foundation 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. | 6,767 | Cum | - | - |
| 2 | 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 | 2,256 | Cum | - | - |
| 3 | Backfilling with broughtout filling (quarry rubbish) earth other than sand below floor level from existing Ground level 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 | 1,836 | Cum | - | - |
| 4 | Supplying and filling with Conveyed earth in layers of not more than 15 cm thick including watering, consolidation etc, complete as directed by the Engineer incharge of works and as per the technical specifications (Foundation and below floors) | 11,708 | cum | - | - |
| 5 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 3,170 | Cum | - | - |
| 6 | Providing Pre - construction Anti - termite treatment and creating a chemical barrier to the building by injecting chemical emulsion of required concentration under grade slab and grade beam, all round the Pile Caps, Catch basins, trenches, pits, tunnels, wall trenches, back fill, plinth filling, junction of wall and floor. External perimeter of building, surrounding of pipes, expansion joints, below U.G. sump and retaining/side walls etc. as per instructions of chemical manufacturer as directed by the Department officer/ Architect. The treatment shall be carried out strictly in accordance with the technical specification and conforming to IS 6313 or equivalent BS specification. The chemical to be used as insecticide for the treatment shall be Biflex Tc, TC stands for Termiticide Concentrate for Termite Control (Bifenthrin) and the application shall be diluted 1 part of chemical Biflex Tc with 49 parts of water to get 0.05% emulsion and strictly in accordance with the manufacturer’s specification.Including cost of chemicals labour charges,transport and storing etc complete and as directed by the department officers | 3,462 | Sqm | - | - |
| 7 | Supplying and filling with M-sand in layers of not more than 15 cm thick including watering, consolidation etc, complete as directed by the Engineer incharge of works and as per the technical specifications (Foundation and below floors) | 800 | Cum | - | - |
| 8 | Plain 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 (Foundation) | 292 | Cum | - | - |
| 9 | Cement Concrete 1:3:6 (One Cement, Three sand and Six broken stone jelly) using 40mm size hard broken stone jelly for dummy columns, excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete. (Reinforced Cement Concrete 1:2:4 for slab to be extended upto top of splashing with pressed tiles and future extension rods to be embedded in CC 1:3:6 (One Cement, Three Sand and Six hard broken stone jelly). Dummy columns should be at least 1 metre height) (below floor) | 259 | Cum | - | - |
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