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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.9 CrAccepted-AOC | L1 | Accepted-AOC L1 accepted | |
| 2 | L2₹27.5 Cr+₹48.8 L (1.81%)Rejected-Finance NO 167 1 MUTHUGOUNDENPALAYAM RING ROAD KUMARAPALAYAM ERODE 638 104 | ERODE | TAMIL NADU | 638104 | L2 | Rejected-Finance L2 rejected | |
| 3 | L3₹28.1 Cr+₹1.1 Cr (4.05%)Rejected-Finance NO 30 PERIYAR NAGAR ERODE 638001 | ERODE | TAMIL NADU | 638001 | L3 | Rejected-Finance L3 rejected |
| Sl No | Description | Qty | Unit | SEA ROCK INFRASTRUCTURE L3 | KGP INFRA L1 | BLUELEAF PROJECTS PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling the Brickmasonry wall in Cement Mortar and clearing away with carefully stacking the material useful for reuse for any thickness of wall under 3m height etc., complying with standard specification and as directed by the departmental officers. | 100 | Cu.m | 340 ₹34,000 | 331 ₹33,100 Lowest | 340 ₹34,000 |
| 2.00 | Dismantling the existing Pantile or Mangalore tiled roof without roof timbers etc.,as directed by the departmental officers. | 80 | Sq.m | 35 ₹2,800 | 33 ₹2,640 | 30 ₹2,400 Lowest |
| 3.00 | Dismantling and clearing away with carefully stacking the material useful for reuse of doors and and windows including removal of frame and hings etc., complete complying with standard specification and as directed by the departmental officers | 60 | Sq.m | 185 ₹11,100 | 180 ₹10,800 Lowest | 180 ₹10,800 Lowest |
| 4.00 | Dismantling, clearing away and carefully stacking materials use ful for re-use for any thickness of Floor finish with mosaic tiles / glazed tiles / Cuddapah slabs etc.complete and as directed by the departmental officers. | 150 | Sq.m | 75 ₹11,250 | 71 ₹10,650 Lowest | 73 ₹10,950 |
| 5.00 | Collecting the scattered debris from the campus and conveying away the same to outside by lorry to a lead of not less than 10km within city limit including loading and unloading charges and dumping in low place and levelling etc., complete complying with standard specification and as directed by the departmental officers. | 140 | Cu.m | 180 ₹25,200 | 173 ₹24,220 Lowest | 175 ₹24,500 |
| 6.00 | Installation Charges inclusive of Transportation to site and the Bored pile equipment employed for the works including setting up of pile driving 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 etc., complete. | 3 | Nos | 66,060 ₹1,98,180 | 63,840 ₹1,91,520 Lowest | 64,920 ₹1,94,760 |
| 7.00Installation of Vertical bored cast in situ RCC piles of basic length 20 RM in all types of soil with M30 Grade using Ready Mix Concrete (Sulphate resistant Cement), Supply and erection of reinforcement, shoe, fabrication, including cost of binding wire, cutting, tying, welding and placing the reinforcement cage in correct position, driving and removing the temporary casing pipe of full depth, shifting the plant and equipments from one point to another, carryingout any ancillary work adjacent to piling work, trimming the concrete above cutoff level, cleaning the debris and levelling the site etc, as directed by the Departmental Engineers.The Rig capacity,height of Towerand length of casing pipe etc., must be adequate to take care of change in soil profile. The length of pile for payment shall be measured from top of shoe to the bottom of the pilecap. Testing of Concrete as specified in IS 456/2000 acceptance criteria as per clause 16.1. Frequency of testing as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. | ||||||
| 7.01 | 500 mm dia pile having longitudinal reinforcement of 10 Nos of 16 mm dia with helical reinforcement of 8 mm dia @ 200 mm c/c with inner rings of 12 mm dia @ 1000 mm c/c with lifting hook of 12 mm dia required depth. | 4,490 | Rm | 7,500 ₹3,36,75,000 | 6,250 ₹2,80,62,500 Lowest | 6,360 ₹2,85,56,400 |
| 8.00 | Initial Load Test as per IS 2911 Part IV 1985 including cost of single pile (250% of pile capacity), labour, reinforcement charges and all other incidential charges including excavation, shoring, strutting, dewatering etc. as necessary hire charges for jacks, measuring devices, Structural Frame work for platform, Kent ledges etc, as required and providing pilecap. | 1 | Nos | 1,65,150 ₹1,65,150 | 1,60,000 ₹1,60,000 Lowest | 1,62,300 ₹1,62,300 |
| 9.00 | Routine load test as per IS 2911 part IV 1995 (150% of pile capacity) including labour charges for jack, measuring devices, structural frame work plot form, kent ledges etc., as required and as directed by the departmental officers etc. complete. | 2 | Nos | 1,10,100 ₹2,20,200 | 1,06,400 ₹2,12,800 Lowest | 1,08,200 ₹2,16,400 |
Tender Value
₹25.4 Cr
EMD Value
₹12.8 L
Closing Date
22 Jul 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer PWD
Office of the Superintending Engineer PWD Buildings Construction and Maintenance Circle 2, Chepauk Chennai 5
Construction of Hostel for Backward Class College Girls at Queen Marys College Campus Chennai-4.
2025_PWD_583487_1
TNPWD/10 BCM/2025-26
Open Tender
Civil Works
Lump-sum
Queen Marys College Campus
Please refer Tender documents.
12 documents required · 12 mandatory
₹0
₹12.8 L
6 Oct 2025
18 Jul 2025
22 Jul 2025
18 Jul 2025
22 Jul 2025
18 Jul 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the Brickmasonry wall in Cement Mortar and clearing away with carefully stacking the material useful for reuse for any thickness of wall under 3m height etc., complying with standard specification and as directed by the departmental officers. | 100 | Cu.m | - | - |
| 2 | Dismantling the existing Pantile or Mangalore tiled roof without roof timbers etc.,as directed by the departmental officers. | 80 | Sq.m | - | - |
| 3 | Dismantling and clearing away with carefully stacking the material useful for reuse of doors and and windows including removal of frame and hings etc., complete complying with standard specification and as directed by the departmental officers | 60 | Sq.m | - | - |
| 4 | Dismantling, clearing away and carefully stacking materials use ful for re-use for any thickness of Floor finish with mosaic tiles / glazed tiles / Cuddapah slabs etc.complete and as directed by the departmental officers. | 150 | Sq.m | - | - |
| 5 | Collecting the scattered debris from the campus and conveying away the same to outside by lorry to a lead of not less than 10km within city limit including loading and unloading charges and dumping in low place and levelling etc., complete complying with standard specification and as directed by the departmental officers. | 140 | Cu.m | - | - |
| 6 | Installation Charges inclusive of Transportation to site and the Bored pile equipment employed for the works including setting up of pile driving 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 etc., complete. | 3 | Nos | - | - |
| 7Installation of Vertical bored cast in situ RCC piles of basic length 20 RM in all types of soil with M30 Grade using Ready Mix Concrete (Sulphate resistant Cement), Supply and erection of reinforcement, shoe, fabrication, including cost of binding wire, cutting, tying, welding and placing the reinforcement cage in correct position, driving and removing the temporary casing pipe of full depth, shifting the plant and equipments from one point to another, carryingout any ancillary work adjacent to piling work, trimming the concrete above cutoff level, cleaning the debris and levelling the site etc, as directed by the Departmental Engineers.The Rig capacity,height of Towerand length of casing pipe etc., must be adequate to take care of change in soil profile. The length of pile for payment shall be measured from top of shoe to the bottom of the pilecap. Testing of Concrete as specified in IS 456/2000 acceptance criteria as per clause 16.1. Frequency of testing as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. | |||||
| 7.01 | 500 mm dia pile having longitudinal reinforcement of 10 Nos of 16 mm dia with helical reinforcement of 8 mm dia @ 200 mm c/c with inner rings of 12 mm dia @ 1000 mm c/c with lifting hook of 12 mm dia required depth. | 4,490 | Rm | - | - |
| 8 | Initial Load Test as per IS 2911 Part IV 1985 including cost of single pile (250% of pile capacity), labour, reinforcement charges and all other incidential charges including excavation, shoring, strutting, dewatering etc. as necessary hire charges for jacks, measuring devices, Structural Frame work for platform, Kent ledges etc, as required and providing pilecap. | 1 | Nos | - | - |
| 9 | Routine load test as per IS 2911 part IV 1995 (150% of pile capacity) including labour charges for jack, measuring devices, structural frame work plot form, kent ledges etc., as required and as directed by the departmental officers etc. complete. | 2 | Nos | - | - |
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