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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.5 CrAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹29.6 Cr+₹28.7 L (0.98%)Rejected-AOC NO 163 CHINNAMUTHU STREET E K VALASU ERODE 638011 | ERODE | ERODE | TAMIL NADU | 638011 | L2 | Rejected-AOC Rejected | |
| 3 | L3₹29.9 Cr+₹57.5 L (1.96%)Rejected-AOC VILLA 47 G F AASHINA VILLAS DELLIBABU NAGAR 1ST CROSS STREET AMBAL NAGAR PALLIKARANAI CHENNAI 100 | 100 | L3 | Rejected-AOC Rejected |
Tender Value
₹28.5 Cr
EMD Value
₹14.3 L
Closing Date
14 Feb 2025, 2:00 pmClosed
Executive Officer
Executive Officer OFFICE Arulmigu Subramaniaswamy Temple, Kumaravayalur 620102
CONSTRUCTION OF VALLI THIRUMANA MANDAPAM, 250 CAPACITY COMMUNITY HALL 2 NOS, ANNADHANAKOODAM, SHOPPING COMPLEX, EO QUATERS AND TRUST BOARD MEETING HALL,TONSURE BLOCK,OVERHEADTANK,FACELIFTING OF THIRUKULAM,PARKING AND SITE DEVELOPMENT
2024_HRCE_515541_2
2024_HRCE_5609_1
Open Tender
Civil Works
Lump-sum
Arulmigu Subramaniaswamy Temple, Kumaravayalur
Please refer Tender documents.
12 documents required · 12 mandatory
₹0
₹14.3 L
12 May 2025
7 Feb 2025
14 Feb 2025
7 Feb 2025
14 Feb 2025
7 Feb 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation deploying earth moving machinery for desilting channel having a width of more than 10m and forming bund on either sides and depositing the earth
on banks including jungle clearance etc complete . | 1,699.36 | Cum | - | - |
| 2Earth 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. | |||||
| 2.1 | 0-2m | 9,393 | Cum | - | - |
| 3 | 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 | 2,303 | Cum | - | - |
| 4 | Cement Concrete 1:3:6 (One cement, Three crushed stone sand and Six hard
broken stone) 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. (The rate is inclusive
of necessary planking for panelling wherever necessary and as directed by the
departmental officers | 52 | Cum | - | - |
| 5 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard
broken stone) 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. (The rate is inclusive
of necessary planking for panelling wherever necessary and as directed by the
departmental officers | 1,161 | Cum | - | - |
| 6 | Supply and filling crushed stone sand gravel mix (1:1) at the rate of 0.62 cu.m of
filling crushed stone sand and 0.66 cu .m of gravel to consolidated 1hide of
150mm designed to attain a CBR value of not less than 20 including cost and
conveyance of crushed stone sandgravel from approved sources to work site and
stacking them to the departmental gauge for premeasurement including labour
charges | 1,002 | Cum | - | - |
| 7 | Providing and laying wet mix macadam consisting of clean, crushed aggregates
mechanically interlocked and compacting with earth ramming in layers of 150mm
thick and bonding together with screening binding gravel materials and finished in
accordance with the requirement of the specifications and thickness as per
approved plans or as directed bt the Engineer. | 1,002 | Cum | - | - |
| 8Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid) | |||||
| 8.1 | For Foundation and Basement | 4,869 | Sqm | - | - |
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