Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.3 LAccepted-AOC NO 4ARUN AVENUE SIVANATHA NAGAR K PUDHUR MADURAI 625 007 | MADURAI | TAMIL NADU | 625007 | ₹19.3 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹19.5 LRejected-AOC | ₹19.5 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | RAJESHKUMAR CONTRACTOR L2 | KARUPPASAMY L1 |
|---|---|---|---|---|---|
| 1.00Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil | |||||
| 1.01 | First depth of 2m From 0 to 2 m below GL | 50.43 | M3 | 265 ₹13,363.95 | 263 ₹13,263.09 |
| 1.02 | Second depth of 2m From 2m to 4 m below GL | 8.75 | M3 | 411 ₹3,596.25 | 407 ₹3,561.25 |
| 2.00 | Sand filling for foundation with M.sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Bord officers | 2.5 | M3 | 1,980 ₹4,950 | 1,962 ₹4,905 |
| 3.00 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. | 3.75 | M3 | 5,695 ₹21,356.25 | 5,644 ₹21,165 |
| 4.00RCC in M 30 mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete | |||||
| 4.01 | Below 1.5m from GL | 7.58 | M3 | 9,587 ₹72,669.46 | 9,501 ₹72,017.58 |
| 4.02 | 0m to 1.50m below GL | 1.55 | M3 | 9,447 ₹14,642.85 | 9,363 ₹14,512.65 |
| 4.03 | 0m to 4.50m above GL | 2.63 | M3 | 9,589 ₹25,219.07 | 9,503 ₹24,992.89 |
| 4.04 | 4.50 m to 7.32 m above GL | 2.02 | M3 | 9,868 ₹19,933.36 | 9,780 ₹19,755.60 |
Tender Value
₹19.7 L
EMD Value
₹19,710
Closing Date
21 Jan 2026, 3:00 pmClosed
Block Development Officer(BP),K.Myladumparai
Varusanadu Road,Opp.G.R.V School,K.Myladumparai
Construction of 30,000 Litres capacity Service Reservoir -12.00m Staging Height in Kamankallur at Ponnanpadugai Panchayat
2026_RDTN_640818_1
3474/2002/A3
Open Tender
Civil Works - Buildings
180 days
Kamankallur, Ponnanpadugai
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹19,710
6 Feb 2026
14 Jan 2026
21 Jan 2026
14 Jan 2026
21 Jan 2026
14 Jan 2026
Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil
First depth of 2m From 0 to 2 m below GL
Second depth of 2m From 2m to 4 m below GL
Sand filling for foundation with M.sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Bord officers
PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL.
RCC in M 30 mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete
Below 1.5m from GL
0m to 1.50m below GL
0m to 4.50m above GL
4.50 m to 7.32 m above GL
7.32 m to 10.98 m above GL
10.98 m to 14.64 m above GL
14.64 m to 18.30 m above GL
Steel Centering, soffits of RCC works including strutting and shuttertting Charges etc. complete for the following(Plain Surface)
Below GL
From GL to 3.30m
From 5.30m to 6.30m above GL
From 8.30m to 9.30m above GL
From 11.30m to 12.30m
Steel Centering, soffits of RCC works including strutting and shuttertting Charges etc. complete for the following(Square Column)
Square Column Below GL and upto 3.30m above GL
3.31m to 4.30m ht
4.31m to 5.30m ht
5.31m to 6.30m ht
6.31m to 7.30m ht
7.31m to 8.30m ht
8.31m to 9.30m ht
9.31m to 10.30m ht
10.31m to 11.30m ht
11.31m to 12.30m ht
Curved Surface - upto 3.30m ht.
Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods.
Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
Providing M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30 cm centre to centre etc as per approved design
Providing 100mm AC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers
Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m and as directed by TWAD Board officers
Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers
Provision for pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enam(Inlet and Overflow)
80 dia GI Elbow
80 dia GI Flange set
80 dia GI Coupling
90 PVC Threaded coupler
80mm dia GI pipes
90mm dia PVC Threaded coupler
80mm dia GI Tee
80mm dia GI Elbow
80mm dia GM Gate valve
80mm dia GI Flangeset
80mm dia GI Coupling
80mm dia GI Dummy
90 mm HDPE Pipe P8
Laying and Joning of HDPE Pipe
Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
GST at 18%
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.20 MB
BOQ_767455.xls
BOQ • 0.28 MB
price.pdf
Tender Documents • 0.37 MB
technical.pdf
Tender Documents • 0.48 MB
Download all tender documents and submit your bid