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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.2 CrAccepted-AOC NO 406 ERODE KARUR MAIN ROAD THAMARAIPALAYAM ERODE 638152 | ERODE | ERODE | TAMIL NADU | 638152 | ₹30.2 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹31.8 CrRejected-AOC | ₹31.8 Cr | L2 | Rejected-AOC Rejected |
| 3 | L3₹32.4 CrRejected-AOC NO 93 KADAL THOTTAM VADAPALANI KUMARAPALAYAM POST NATHAKADAIYUR VIA ERODE 638 108 | ERODE | TAMIL NADU | 638108 | ₹32.4 Cr | L3 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | kadal constructions L3 | SRI VENKATACHALAPATHY CONSTRUCTIONS PRIVATE LIMITED L2 | SHRINIDHI INFRRA 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 240 M Footing Depth.
Data worked out for 48 m3 per day/8 hrs. | 2,239 | cum | 410 ₹9,17,990 | 400 ₹8,95,600 | 380 ₹8,50,820 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.
A). Upto 2.40m Depth.
Data worked out for 64 m3 per day/8 hrs | 1,046 | cum | 230 ₹2,40,580 | 220 ₹2,30,120 | 200 ₹2,09,200 Lowest |
| 3.00 | Supplying and Filling in foundation and basement and trenches with M-Sand in layers of not more than 15cm thick well rammed watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 952 | cum | 2,200 ₹20,94,400 | 2,100 ₹19,99,200 | 1,970 ₹18,75,440 Lowest |
| 4.00 | Supplying and Filling in foundation and basement and trenches with Stone - dust in layers of not more than 15cm thick well rammed watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 2,608 | cum | 600 ₹15,64,800 | 550 ₹14,34,400 | 440 ₹11,47,520 Lowest |
| 5.00 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 15 cm 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. | 615 | cum | 410 ₹2,52,150 | 400 ₹2,46,000 Lowest | 400 ₹2,46,000 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 mechanical means | 681 | cum | 6,300 ₹42,90,300 | 6,200 ₹42,22,200 | 5,900 ₹40,17,900 Lowest |
| 7.00 | Installation Charges inclusive of transportation to site and assembling the Bored Pile equipment employed for the works including setting up of equipment with all accessories and tools at each of the pile location based on the sequence of operation approved by the Departmental Engineers irrespective of the location and distance involved in movement of pile driving equipment for all sizes of piles and dismantling the driven pile equipment after completion of work etc complete complying with departmental | 1 | No | 51,000 ₹51,000 | 50,000 ₹50,000 | 45,000 ₹45,000 Lowest |
| 8.00Initial Load Test as per IS 2911 Part IV 1985 including cost of Single Pile (250%of Pile capacity), labour,reinforecent charges and all other incidential charges including excavation, Shoring, Strutting, dewatering measuring devices, Structural Frame work for platform, Kent ledges etc, as required and providing Pilecap | ||||||
| 8.01 | 600mm dia Pile | 1 | No | 1,70,000 ₹1,70,000 | 1,65,000 ₹1,65,000 | 1,25,000 ₹1,25,000 Lowest |
| 9.00Routine load test as per IS 2911 part IV 1995 (150% of pile capacity) including labour charges and all other material charges including hire charges for jacks, measuring devices,structural frame work for platform,kent ledges etc,as required. | ||||||
Tender Value
₹30.3 Cr
EMD Value
₹15.2 L
Closing Date
4 Mar 2026, 3:00 pmClosed
Chief Engineer
Office of Chief Engineer, PWD Projects, Chepauk, Chennai 600 005
Construction of building including lab, classrooms, office hostel and other amenities including renovation of existing workshop in Government Industrial Training Institute at Ambathur in Thiruvallur District.
2026_HE_668599_1
AmbathurITI_2026
Open Tender
Civil Works
Lump-sum
540 days
Ambathur
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹15.2 L
Yes
14 Mar 2026
28 Feb 2026
5 Mar 2026
28 Feb 2026
4 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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 240 M Footing Depth. Data worked out for 48 m3 per day/8 hrs. | |||||
| 2Earth 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. A). Upto 2.40m Depth. Data worked out for 64 m3 per day/8 hrs | |||||
| 3Supplying and Filling in foundation and basement and trenches with M-Sand in layers of not more than 15cm thick well rammed watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | |||||
| 4Supplying and Filling in foundation and basement and trenches with Stone - dust in layers of not more than 15cm thick well rammed watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | |||||
| 5Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 15 cm 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. | |||||
| 6Cement 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 mechanical means | |||||
| 7Installation Charges inclusive of transportation to site and assembling the Bored Pile equipment employed for the works including setting up of equipment with all accessories and tools at each of the pile location based on the sequence of operation approved by the Departmental Engineers irrespective of the location and distance involved in movement of pile driving equipment for all sizes of piles and dismantling the driven pile equipment after completion of work etc complete complying with departmental | |||||
| 8Initial Load Test as per IS 2911 Part IV 1985 including cost of Single Pile (250%of Pile capacity), labour,reinforecent charges and all other incidential charges including excavation, Shoring, Strutting, dewatering measuring devices, Structural Frame work for platform, Kent ledges etc, as required and providing Pilecap | |||||
| 8.01 | 600mm dia Pile | - | No | - | - |
| 9Routine load test as per IS 2911 part IV 1995 (150% of pile capacity) including labour charges and all other material charges including hire charges for jacks, measuring devices,structural frame work for platform,kent ledges etc,as required. | |||||
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