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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.0 LAccepted-AOC | ₹24.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹24.0 LRejected-AOC | ₹24.0 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | V.Usha L1 | D.Sridharan,Mannargudi L2 |
|---|---|---|---|---|---|
| 1.001.CONSTRUCTION OF COMPOUND WALL AT GOVT ITT KOTTUR (LOCATION) THATTANKOVIL IN MALAVARAYANALLUR PANCHAYAT | |||||
| 2.00 | Earth work Excavation and depositing on bank with initial lead and lift in all classes of soil except hard rock requiring blasting including all labour charges etc.,complete for for foundation upto | 124.15 | Cum | 263 ₹32,651.45 | 263.9 ₹32,763.19 |
| 3.00 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. | 11.31 | Cum | 2,560 ₹28,953.60 | 2,561 ₹28,964.91 |
| 4.00 | Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. | 13.7 | Cum | 6,412 ₹87,844.40 | 6,413.5 ₹87,864.95 |
| 5.00Brick work in cement mortar 1:5 mix using country bricks 83/4"x41/4"x21/4" and conveyance of all materials to site and all labour charges etc complete | |||||
| 6.00 | I. Foundation and Basement | 14.9 | Cum | 6,285 ₹93,646.50 | 6,286.84 ₹93,673.92 |
| 7.00 | II. Superstructure- Ground floor | 29.81 | Cum | 6,378 ₹1.9 L | 6,378.71 ₹1.9 L |
| 8.00Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary and bearing surfaces of walls , sides and bottom of the slabs, beams etc., shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. | |||||
| 9.00 | I. Upto Basement | 42.19 | Cum | 9,448 ₹4.0 L | 9,448.59 ₹4.0 L |
| 10.00 | II. Superstructure- Ground floor | 8.97 | Cum | 9,589 ₹86,013.33 | 9,589.66 ₹86,019.25 |
Tender Value
Refer Docs
EMD Value
₹24,320
Closing Date
23 Feb 2026, 3:00 pmClosed
Block Development Officer(B.pt),Kottur Block.
Block Development Officer(B.pt),Kottur Block
1.CONSTRUCTION OF COMPOUND WALL AT GOVT ITT KOTTUR LOCATION THATTANKOVIL IN MALAVARAYANALLUR PANCHAYAT FBDP FUND 2025-2026 Kottur BlockTiruvarur Dist Package no 03
2026_RDTN_658992_1
RC No 276 2025 a2 12 02 2025 FBDP FUND 2025 26 Kottur Block MALAVARAYANALLUR Pt Package no 3
Open Tender
Civil Works - Buildings
180 days
Kottur Block
As Per Tender Document
3 documents required · 3 mandatory
₹0
₹24,320
Yes
13 Mar 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
1.CONSTRUCTION OF COMPOUND WALL AT GOVT ITT KOTTUR (LOCATION) THATTANKOVIL IN MALAVARAYANALLUR PANCHAYAT
Earth work Excavation and depositing on bank with initial lead and lift in all classes of soil except hard rock requiring blasting including all labour charges etc.,complete for for foundation upto
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Brick work in cement mortar 1:5 mix using country bricks 83/4"x41/4"x21/4" and conveyance of all materials to site and all labour charges etc complete
I. Foundation and Basement
II. Superstructure- Ground floor
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary and bearing surfaces of walls , sides and bottom of the slabs, beams etc., shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
I. Upto Basement
II. Superstructure- Ground floor
Supplying and Fabricating and placing in position MS steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.
Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ).
II. Centering below basement
IV. LINTELS, RCC SLABS, BEAMS, TEE or ELL BEAMS,
Plastering with CM 1:5,12mm thick.over the cement concrete for floor finish including curing etc., complete complying with standard specifications and as directed by the departmental officers.
Exterior emulsion two coats over priming coat inculding cost and conveyance of all materials to site and all loboure charges etc complete
Provision for Steel Grilgate Charges
Provision for Name board charges
GST Amount for providing Service to Government Contract Works for the above works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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