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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC | ₹1.8 Cr | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹1.9 Cr+₹3.7 L (2.00%)Rejected-AOC NO 93 KADAL THOTTAM VADAPAIANI KUMARAPALAYAM POST NATHAKADAIYUR VIA ERODE638108 | ERODE | ERODE | TAMIL NADU | 638108 | ₹1.9 Cr+₹3.7 L (2.00%) | L2 | Rejected-AOC Other than lowest bidder |
| 3 | L3₹1.9 Cr+₹6.3 L (3.44%)Rejected-AOC | ₹1.9 Cr+₹6.3 L (3.44%) | L3 | Rejected-AOC Highest bidder |
| Sl No | Description | Qty | Unit | kadal constructions L2 | AKR CONSTRUCTION L3 | ARAM CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Labour charges for Drilling/boring towards provide under reamed cast in situ pile of 300mm dia to a depth of 0m to 4.50m depth from the Existing Ground level with single bulb including cost of machinary, labour charges and other materials required etc..complete complying with the standard specification and as directed by the departmental officers. ( Concrete and Steel reinforcement shall be measured and paid seperately ) | 1,065 | Rm | 765 ₹9,61,375.5 | 776.25 ₹9,75,513.38 | 750 ₹9,42,525 Lowest |
| 2.00 | Labour charges for Drilling/boring towards provide under reamed cast in situ pile of 450mm dia to a depth of 0m to 4.50m depth from the Existing Ground level with single bulb including cost of machinary, labour charges and other materials required etc..complete complying with the standard specification and as directed by the departmental officers. ( Concrete and Steel reinforcement shall be measured and paid seperately ) | 30 | Rm | 918 ₹32,497.2 | 931.5 ₹32,975.1 | 900 ₹31,860 Lowest |
| 3.00 | 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.
Data worked out for 48 m3 per day/8 hrs. | 108.94 | Cum | 374.16 ₹48,097.97 | 379.66 ₹48,804.99 | 366.82 ₹47,154.42 Lowest |
| 4.00 | 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. | 6.09 | Cum | 1,862.1 ₹13,381.42 | 1,889.49 ₹13,578.25 | 1,825.59 ₹13,119.05 Lowest |
| 5.00 | Supplying and filling in foundation and basement with Gravel in layers of not more than 15cm thick well rammed watered and consolidated etc., | 4,170.85 | Cum | 430.36 ₹21,18,061.07 | 436.69 ₹21,49,214.82 | 421.92 ₹20,76,522.74 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 jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers - Mixing by mechanical means | 26.27 | Cum | 5,503.32 ₹1,70,595.22 | 5,584.25 ₹1,73,103.94 | 5,395.41 ₹1,67,250.16 Lowest |
| 7.00Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). | ||||||
| 7.01 | Upto Basement | 218.92 | Cum | 8,250.23 ₹21,31,245.61 | 8,371.56 ₹21,62,588.27 | 8,088.46 ₹20,89,456.28 Lowest |
| 7.02 | In Ground floor | 108.2 | Cum | 8,394.12 ₹10,71,727.66 | 8,371.56 ₹10,68,847.29 | 8,229.53 ₹10,50,713.48 Lowest |
| 8.00Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) | ||||||
Tender Value
₹1.8 Cr
EMD Value
₹1.8 L
Closing Date
6 Feb 2026, 3:00 pmClosed
Superintending Engineer,HBC
O/o Superintending Engineer, PWD, Heritage Buildings Circle, Chepauk, Chennai -05.
Providing Compound wall, Approach Road and other amenities to the newly constructed museum building in master plan complex at Virudhunagar in Virudhunagar District
2026_PWD_648951_1
82/HBC/2025-26
Open Tender
Civil Works - Buildings
Lump-sum
120 days
Virudhunagar
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹1.8 L
18 May 2026
30 Jan 2026
6 Feb 2026
30 Jan 2026
6 Feb 2026
30 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Labour charges for Drilling/boring towards provide under reamed cast in situ pile of 300mm dia to a depth of 0m to 4.50m depth from the Existing Ground level with single bulb including cost of machinary, labour charges and other materials required etc..complete complying with the standard specification and as directed by the departmental officers. ( Concrete and Steel reinforcement shall be measured and paid seperately ) | 1,065 | Rm | - | - |
| 2 | Labour charges for Drilling/boring towards provide under reamed cast in situ pile of 450mm dia to a depth of 0m to 4.50m depth from the Existing Ground level with single bulb including cost of machinary, labour charges and other materials required etc..complete complying with the standard specification and as directed by the departmental officers. ( Concrete and Steel reinforcement shall be measured and paid seperately ) | 30 | Rm | - | - |
| 3 | 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.
Data worked out for 48 m3 per day/8 hrs. | 108.94 | Cum | - | - |
| 4 | 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. | 6.09 | Cum | - | - |
| 5 | Supplying and filling in foundation and basement with Gravel in layers of not more than 15cm thick well rammed watered and consolidated etc., | 4,170.85 | Cum | - | - |
| 6 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers - Mixing by mechanical means | 26.27 | Cum | - | - |
| 7Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). | |||||
| 7.01 | Upto Basement | 218.92 | Cum | - | - |
| 7.02 | In Ground floor | 108.2 | Cum | - | - |
| 8Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) | |||||
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