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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹80.3 CrAccepted-AOC NO 93 KADAL THOTTAM VADAPAIANI KUMARAPALAYAM POST NATHAKADAIYUR VIA ERODE638108 | ERODE | ERODE | TAMIL NADU | 638108 | L1 | Accepted-AOC Agreement accepted by TAC | |
| 2 | L2₹85.8 Cr+₹2.3 Cr (2.73%)Rejected-Finance NO 82 ALLINGI GOUNDER THOTTAM THIRUMALAIGIRI NADUCOMBAI POST KALAPPANAICKENPATTY NAMAKKAL 637 404 | NAMAKKAL | TAMIL NADU | 637404 | L2 | Rejected-Finance SECOND LOWEST TENDERER L2 | |
| 3 | L3₹86.6 Cr+₹3.0 Cr (3.63%)Rejected-Finance NO 167 1 MUTHUGOUNDENPALAYAM RING ROAD KUMARAPALAYAM ERODE 638 104 | ERODE | TAMIL NADU | 638104 | L3 | Rejected-Finance THIRD LOWEST TENDERER L3 |
| Sl No | Description | Qty | Unit | kadal constructions L1 | JAYAM ENGINEERING AND CONSTRUCTION L2 | BLUELEAF PROJECTS PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|
| 1.00Initial 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. | ||||||
| 1.01 | All Dia Pile | 412 | Ton | 1,573 ₹6,48,076 Lowest | 1,580 ₹6,50,960 | 1,590 ₹6,55,080 |
| 2.00Routine 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. | ||||||
| 2.01 | All Dia Pile | 247 | Ton | 1,050 ₹2,59,350 Lowest | 1,056 ₹2,60,832 | 1,066 ₹2,63,302 |
| 3.00Installation of Vertical Bored cast in situ RCC piles of following diameter in all types of soils, using Standardised Concrete Mix of M-30 grade, with sulphate resistant Cement or OPC/PPC, etc and Crushed Stone Sand and 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost for placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456-2000. Acceptance criteria by 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. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap.( Cost of Reinforcement provided for Pile and Welding charges shall be measured and Paid separately ) | ||||||
| 3.01 | 450 mm dia | 2,250 | RM | 2,700 ₹60,75,000 Lowest | 3,000 ₹67,50,000 | 3,100 ₹69,75,000 |
| 3.02 | 500 mm dia | 2,400 | RM | 3,150 ₹75,60,000 Lowest | 3,200 ₹76,80,000 | 3,300 ₹79,20,000 |
| 3.03 | 600 mm dia | 7,100 | RM | 4,200 ₹2,98,20,000 Lowest | 4,300 ₹3,05,30,000 | 4,310 ₹3,06,01,000 |
| 4.00 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations 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 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 5,023 | Cum | 280 ₹14,06,440 Lowest | 290 ₹14,56,670 | 292 ₹14,66,716 |
| 5.00 | Earth work open excavation by manual means 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 excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers. | 1,364 | Cum | 120 ₹1,63,680 | 125 ₹1,70,500 | 117 ₹1,59,588 Lowest |
Tender Value
₹79.6 Cr
EMD Value
₹39.9 L
Closing Date
13 Nov 2025, 3:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, PWD., Building Construction and Maintenance Circle, Thanjavur-1
Construction of Anjalai Ammal Arivulagam Library Building at Cuddalore in Cuddalore District
2025_PWD_620325_1
44-2025-2026
Open Tender
Civil Works - Buildings
Lump-sum
540 days
Cuddalore
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹39.9 L
8 May 2026
6 Nov 2025
17 Nov 2025
6 Nov 2025
13 Nov 2025
6 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Initial 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. | |||||
| 1.01 | All Dia Pile | 412 | Ton | - | - |
| 2Routine 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. | |||||
| 2.01 | All Dia Pile | 247 | Ton | - | - |
| 3Installation of Vertical Bored cast in situ RCC piles of following diameter in all types of soils, using Standardised Concrete Mix of M-30 grade, with sulphate resistant Cement or OPC/PPC, etc and Crushed Stone Sand and 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost for placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456-2000. Acceptance criteria by 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. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap.( Cost of Reinforcement provided for Pile and Welding charges shall be measured and Paid separately ) | |||||
| 3.01 | 450 mm dia | 2,250 | RM | - | - |
| 3.02 | 500 mm dia | 2,400 | RM | - | - |
| 3.03 | 600 mm dia | 7,100 | RM | - | - |
| 4 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations 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 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 5,023 | Cum | - | - |
| 5 | Earth work open excavation by manual means 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 excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers. | 1,364 | Cum | - | - |
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