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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.9 LAccepted-AOC | ₹13.9 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹14.0 LRejected-AOC | ₹14.0 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | K. Malar L2 | K.Saravanakumar L1 |
|---|---|---|---|---|---|
| 1.01 | Earth work excavating and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay ,stiff block cottom, hard red earth shales, muram gravel stoney earth and earth mixed with small size boulders S.S 20 B - First depth | 48.6 | Cum | 265.8 ₹12,917.88 | 263 ₹12,781.80 |
| 1.02 | Cement concrete 1 : 4 : 8 mix using 40 mm gauge hand broken granite stone jelly for foundation including watering where ever necessary and laid in layers not more than 15 cm thick compacting etc complete | 2.17 | Cum | 5,318.6 ₹11,541.36 | 5,316 ₹11,535.72 |
| 1.03Supplying and erecting centering for side and soffits including supports and strutting upto 3.29 m height for plane surfaces in all floors with all cross bracing use mild steels of size 90cm x 60cm and 10 gauge stiffned welded with mild steel angles etc | |||||
| 1.04Plane surface | |||||
| 1.05 | Below ground level | 9.86 | Sqm | 1,097 ₹10,816.42 | 1,095 ₹10,796.70 |
| 1.06 | G.L to 3.30 m | 11.62 | Sqm | 1,097 ₹12,747.14 | 1,095 ₹12,723.90 |
| 1.07 | 5.31 to 6.30 | 22.23 | Sqm | 1,204.6 ₹26,778.26 | 1,202 ₹26,720.46 |
| 1.08CURVED SURFACE | |||||
| 1.09 | 0 to 3.30m | 40.65 | Sqm | 1,644.5 ₹66,848.93 | 1,642 ₹66,747.30 |
| 1.10 | 5.31 to 6.30 m | 1.48 | Sqm | 1,752.1 ₹2,593.11 | 1,750 ₹2,590 |
Tender Value
₹14 L
EMD Value
₹14,000
Closing Date
2 Jan 2026, 3:00 pmClosed
Block Development Office BP
Panchayat Union Office, Andipatti
Construction of 10000 liter capacity OHT and ore well in Balaji nagar at Pitchampatti panchayat under USS UGF 2025-2026
2025_RDTN_637349_10
USS PUGF 2025-2026 02.01.2026
Open Tender
Civil Works - Others
120 days
Andipatty
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹14,000
Yes
19 Jan 2026
30 Dec 2025
2 Jan 2026
30 Dec 2025
2 Jan 2026
30 Dec 2025
Amount
Earth work excavating and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay ,stiff block cottom, hard red earth shales, muram gravel stoney earth and earth mixed with small size boulders S.S 20 B - First depth
Cement concrete 1 : 4 : 8 mix using 40 mm gauge hand broken granite stone jelly for foundation including watering where ever necessary and laid in layers not more than 15 cm thick compacting etc complete
Supplying and erecting centering for side and soffits including supports and strutting upto 3.29 m height for plane surfaces in all floors with all cross bracing use mild steels of size 90cm x 60cm and 10 gauge stiffned welded with mild steel angles etc
Plane surface
Below ground level
G.L to 3.30 m
CURVED SURFACE
SQUARE COLUMN
Below Ground level
Supplying Fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc, complete as per standard specification.
Reinforcement Cement concrete 1 : 1.5 : 3 mix using 20mm gauge machine broken hard granite stone jelly for all RCC items of works excluding cost of reinforcement and fabrication charges etc
A, 1.5m to 4.5 Below G.L footing for rectangular portion
B, 0m to 1.50 below G.L
C, 0m to 4.5m from G.L
D, 4.50m to 7.32 m from G.L
E, 7.33m to 10.98m form G.L
Painting in two coats over outer wall surface with approved quality of Plastic Emulsion paint with colour over one coat of priming coat including cost of materials and labour charges etc.
Fabrication, supply delivery and fixing of out side MS ladder of 45 cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixing at 30cm center to center welded, jointed etc., providing with sutable side support, clamps and lock
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 mix using 20mm metal for OHT including cost of reinforcement placing grill in position centering shuttering charges mixing of concrete curing etc.
Providing manhole cover of size 0.60 x 0.60m in RCC 1:1.5:3 with sutable reinforcement 50x50x6mm MS angle fixed along edges and as per departmental officers
Provision for pipe connection arrangemrnts for inlet outlet socur and overflow etc including cost and conveyance of all materials to site etc
65mm dia GI pipe for inlet connection & outlet
65mm dia GI pipe for over flow & rain water harvesting pipe
50mm dia GI pipe for scour pipe
50 mm GI Coupling
65mm dia GM Gate valve
65mm dia GI Tee
65mm dia GI Bend
65 mm Coupling
65mm dia GI threaded coupler
Provision for Pipe line arrangement etc -- ( Sub estimate )
63 mm PVC Pipe 6 ksc
63 mm PVC Bend 6 Ksc
63 mm PVC Tee 6 Ksc
63 mm PVC Elbow
63 mm PVC MTA
63 mm PVC End Cap
63 x 20 mm Saddle
20 mm GI Pipe
20 mm GI Coupling
20 mm GI Elbow
20 mm GI tap
Earthwork excavation and depositing on bank with n initial lead of 10 M initial list of 2 m. In hard stiff clay, stiff block cotton soil and hard red earth shales, murram, grvelstony earth and earth mixed with small bounders and hard gravely soil
Refilling the excavated soil in the trenches
Provision for Laying Charges 63 mm P Pipe
Provision for Borewell
Towards Geological Survey Charges(Minimum 3 Locations) including transportation charges of material and all labour charges etc,. Complition compying
Drilling of 150 mm dia verticle borewell in hard rock area including for drilling and inserting of 180 mm casting pipe in side the bore including all labour charges etc,.
overburden soil
in Hard rock
Supply and Delievery of 150 mm dia PVC casting pipes confirming to IS of all cost and conveyance of all materials to site etc with standard specificatiob etc.
Supply and Delievery of 200 mm dia PVC casting pipes confirming to IS of all cost and conveyance of all materials to site etc with standard specificatiob etc.
Supply of GI pipe & PVC pipes with specials including cost and conveyence of all materials and all labour charges etc., completed
50mm GI pipe
50 mm GI coupling
50 GI Bend
50 mm GI H Nipple
50mm Non Return Valve
50 mm GM Gate Valve
4 sqmm 3 core cable
7/20 GI wire
50 mm clamp
Bore well cover plate
Supply and Delievery of 7.5 HP Three Sphase Submersible Pumpset ( 50x225 ) lpm Suitable for 150 mm Dia Bore well with ISI Mark IS 8034 Without Panel Board
Supply and delivery of three phase 7.5 HP panel board -star delta with two level guard and auto start including cost and conveyance of all materials to site etc.
Erection of SUBMERSIBLE pumps in borewell labour charges for erection of twin packer duplex tube jet pumps in borewells up to 150mm dia including fixing of suction pipe regulating valves with jet assembly up to a maximum depth of 30m
Supply and delivery of MS Kiosk of size 0.75 m x0.45 m x0.75 m made up of MS angle of size 50 ,, x50mmx4mm alround covered with 16 gauge MS sheet and kiosk door made up to MS Plate of size 25mmx3mm including cutting welding , grinding locking arrangements etc
Supply and fixing of TNEB meter board suitable fir 32 A three phase service connection 32 amps DP switch with metal clad ( front handle with 4 way TPDB 32A/way with fuse and netural link(1"x1/8" copper flat on TW plank of size 600 mm x 450mm x19mm with supporting TW reepers of 1"
Masonry Brick Pedestral suitable for MS kisok box and sintex
EB Deposit Amount
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}
K. Malar (BID ID -1551495)
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