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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.8 LAccepted-AOC | ₹31.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹32.1 L+₹27,463.60 (0.86%)Rejected-Finance NO 46 IIND FLOOR EASWARAN KOIL STREET SATHUVACHERY VELLORE 632 009 | VELLORE | TAMIL NADU | 632009 | ₹32.1 L+₹27,463.60 (0.86%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | PARAMASIVAM RAYA PILLAI L2 | Kumanan Krishnasamy L1 |
|---|---|---|---|---|---|
| 1.01Construction of 60000 Liters OHT @ Keelorathur panchayat | |||||
| 1.02 | Earth work excavation and depositing on bank with intial lead and lift in all clasuses of soil such as Hard Gravely soil, Gravely soil except Hard Rock requiring Blasting etc complete as per SS20B for narrow foundation | 128 | cu.m | 270 ₹34,560 | 263 ₹33,664 Lowest |
| 1.03 | Second Depth from 2 . 0 m - 4 . 0 m below GL | 48 | cu.m | 360 ₹17,280 | 351 ₹16,848 Lowest |
| 1.04 | Filling in the foundation with filling M Sand including cost and conveyance to the site and all labour charges for filling as per standard specifications | 19.2 | cu.m | 2,100 ₹40,320 | 2,092 ₹40,166.4 Lowest |
| 1.05 | Cement Concrete 1:4:8 mix using 40mm ISS HBG stone jelly and M Sand for Foundation and flooring including cost,conveveyance of all materials and labour charges to laid in layers not more than 15cm thick, well rammed etc, complete with standard specifica | 19.2 | cu.m | 6,000 ₹1,15,200 | 5,937 ₹1,13,990.4 Lowest |
| 1.07 | Reinforced cement concrete in 1 : 1.5 : 3 , mix using 20mm iss HBG stone jelly and M SAND for all reinforced cement concrete works excluding cost of centering and stell but including laying,vibrating,curing and finishing ,fixing fan clamps in the RCC flo Below GL from 1.50 m - 4.50 m | 36.5 | cu.m | 10,000 ₹3,65,000 | 9,845 ₹3,59,342.5 Lowest |
| 1.08 | Below 1.50m from GL | 2.33 | cu.m | 10,000 ₹23,300 | 9,984 ₹23,262.72 Lowest |
| 1.09 | 0.0m to 4.50 m above GL | 3.8 | cu.m | 11,200 ₹42,560 | 10,123 ₹38,467.4 Lowest |
| 1.10 | 4.50 m to 7.32 above GL | 2.98 | cu.m | 10,500 ₹31,290 | 10,401 ₹30,994.98 Lowest |
| 1.11 | 7.32 M TO 10.98M above GL | 3.39 | cu.m | 10,700 ₹36,273 | 10,680 ₹36,205.2 Lowest |
Tender Value
₹32.1 L
EMD Value
₹32,070
Closing Date
10 Dec 2025, 4:00 pmClosed
Block Development Officer(B.Pt), Mangalur
Block Development Officer(B.Pt), Mangalur
Construction of 60000 Liters OHT at Keelorathur panchayat
2025_RDTN_630609_1
A2/3603/2025
Open Tender
Civil Works
Item Rate
Construction of 60000 Liters OHT at Keelorathur pa
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹32,070
23 Sept 2026
10 Dec 2025
10 Dec 2025
10 Dec 2025
10 Dec 2025
10 Dec 2025
Amount
Construction of 60000 Liters OHT @ Keelorathur panchayat
Earth work excavation and depositing on bank with intial lead and lift in all clasuses of soil such as Hard Gravely soil, Gravely soil except Hard Rock requiring Blasting etc complete as per SS20B for narrow foundation
Second Depth from 2 . 0 m - 4 . 0 m below GL
Filling in the foundation with filling M Sand including cost and conveyance to the site and all labour charges for filling as per standard specifications
Cement Concrete 1:4:8 mix using 40mm ISS HBG stone jelly and M Sand for Foundation and flooring including cost,conveveyance of all materials and labour charges to laid in layers not more than 15cm thick, well rammed etc, complete with standard specifica
Reinforced cement concrete in 1 : 1.5 : 3 , mix using 20mm iss HBG stone jelly and M SAND for all reinforced cement concrete works excluding cost of centering and stell but including laying,vibrating,curing and finishing ,fixing fan clamps in the RCC flo Below GL from 1.50 m - 4.50 m
Below 1.50m from GL
0.0m to 4.50 m above GL
4.50 m to 7.32 above GL
7.32 M TO 10.98M above GL
10.98 M TO 14.64 M above GL
14.64M TO 18.30M above
Supplying and Erection centering for sides and soffiots including necessaary supports and strutting as directed by the departmental officers. Rate for 10m2 for the following items (RCC floor slab, roff slab, Rectangular / Square, Tee/ Ell beams, Lintels, Below & Above GL - 3.30 m
From 5.30 m to 6.30 m above GL
From 8.30m to 9.30m above GL
From 11.30 m to 12.30 m
Curved surface Upto 3.30 m
Curved surface 3.30-4.30m
Square columnBelow GL
From 3.31m to 4.30 M
From 4.31m to 5.30 M
From 5.31m to 6.30 M
From 6.31m to 7.30 M
From 7.31m to 8.30 M
From 8.31m to 9.30 M
From 9.31m to 10.30 M
From 10.31m to 11.30 M
From 11.31m to 11.45 M
Supplying, Fabricatung and placin g in position of RTS or MS rod for all reinforced cement concrete works as per design given including cost of steel and binding wire in all floors etc,complete complying with standard specification
Painting Two Coats with approved Cement Paint over the Plastered surface over one coat of Whie Cement including cost of all materials and labour charges etc complete
Fabrication,Supply,delivery and fixing of Out side MS Lader of 45 cm clear wide made out of 50 mm x 50 mm x 6mm MS Angle for both sides and for steps at 30 cm c / c welded jointed etc., for I staging from GL to FIRST Brace ( weight 4.50 kg/m ) Second and
Providing and fixing of R C C inner acess ladder in R C C 1:1.5:3 USING 20MM hbg stone for OHT including cost of reinforcement , placing grill in position, centering shuttering , mixing concrete curing etc.,
Providing Ventilating arrangements mosquito proof nylon net as directed by dept officer
Providing Cut stone slab in CM AC Vent cowl arrangements mosquito proof nylon net as directed by dept office
Providing Man hole Cover of size 0.60m x0.60m in Rc c 1:1.5:3 with suitable Reinforcement and 50 x50x6mm MS angle fixed along edges and as directed by dept officer
65 mm GI Pipe for inlet , Outlet , scour and Overflow
75 mm PVC Threaded Coupler
65 mm GI elbow
65x65x65 mm GI Tee
65 mm GI coupling
65 mm Flange set
65 mm GM Gatevalve
Re-filling with excavated soil compplying with standard specification in layers of 15cm thick well rammed and consolidated after pipes and specials are laid and tested
Labour charges for GI Pipe connection to the OHT , for inlet, out let ,overflow pipe and scour arrangements including cutting and threading , earth work excavation & refilling
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x6mm MS Flate and fixied with 12mm dia fastner bolt 75mm long and as directed by dept officer
Earth Excavation and depositing on bank for with an initial lead and lift in all type soil for pipe line for 63mm dia pipe
Supply of unlasticised 63mm OD PVC/4ksc rigid Pipes as per BIS 4985/2000 with ISI Marking to site of works
a) 63mm End cup
b) 63mm PVC Tee
b) 63mm Coupling
Lowering and Laying of the 63mm dia PVC pipes and secials to trench ,laying to proper grade and alignment,jointing with PVC coupler and specials fixing with solvent cement paste etc., complete
Re-filling with excavated soil complying with standard specification in layers of 15cm thick well rammed and consolidated after ipes and specials are laid and tested
Cost for Name board etc.,
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
PARAMASIVAM RAYA PILLAI (BID ID -1530579)
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