Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24.7 LAccepted-Finance | ₹24.7 L | 1 | Accepted-Finance Lowest Amount Quoted |
| 2 | 2₹25.2 LRejected-Finance | ₹25.2 L | 2 | Rejected-Finance Highest Amount Quoted |
| Sl No | Description | Qty | Unit | SANKARAMMAL L1 | T MURUGAN L2 |
|---|---|---|---|---|---|
| 1.00Construction of 60000 OHT (12m Stage) at All Nager at Muthur Village in Muthur Panchayat. | |||||
| 2.00 | Earth work excavation and depositing on bank within an initial lead of 10 m and following lift and classification of soils.
For 1st depth of 0 m to 2 m | 59.28 | Cum | 263.7 ₹15,632.14 | 285 ₹16,894.80 |
| 3.00 | For 2nd depth of 2 m to 3 m | 8.75 | Cum | 276.12 ₹2,416.05 | 285 ₹2,493.75 |
| 4.00 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by Department officers. | 2.92 | Cum | 1,701.07 ₹4,967.12 | 1,750 ₹5,110 |
| 5.00 | Plain cement concrete 1:4:8 using 40 mm hard broken granite metal for levelling course including cost of placikng, ramming, consolidating, curing etc. complete for footings.(1.5m to 4.5m below GL) | 4.37 | Cum | 5,295.48 ₹23,141.25 | 5,350 ₹23,379.50 |
| 6.00 | R.C.C. using M 30 design mix for the following items excluding the cost of reinforcement and centeringkl charges but including the cost of mixing, placing in position, consolidating, vibrating of concrete, curing etc.
Below 1.5m from GL | 9.28 | Cum | 8,961.15 ₹83,159.47 | 8,995 ₹83,473.60 |
| 7.00 | 0m to 1.50m below GL | 2.33 | Cum | 8,822.42 ₹20,556.24 | 8,920 ₹20,783.60 |
| 8.00 | 0m to 4.50m above GL | 3.8 | Cum | 8,963.45 ₹34,061.11 | 9,050 ₹34,390 |
| 9.00 | 4.50 m to 7.32 m above GL | 2.97 | Cum | 9,241.26 ₹27,446.54 | 9,280 ₹27,561.60 |
| 10.00 | 7.32 m to 10.98 m above GL | 3.38 | Cum | 9,519.06 ₹32,174.42 | 9,650 ₹32,617 |
Tender Value
₹30 L
EMD Value
₹30,000
Closing Date
10 Feb 2026, 3:00 pmClosed
Commissioner, Panchayat Union, Palayamkottai.
Commissioner, Panchayat Union, Palayamkottai.
Construction of 60000 Litre OHT 12m stage at all nagar at Muthur Village in Muthur Pt 15th BPT Savings Fund 2025-26
2026_RDTN_651342_1
A2/991/2025
Open Tender
Construction Works
150 days
Commissioner, Panchayat Union, Palayamkottai.
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹30,000
11 Feb 2026
5 Feb 2026
10 Feb 2026
5 Feb 2026
10 Feb 2026
5 Feb 2026
Construction of 60000 OHT (12m Stage) at All Nager at Muthur Village in Muthur Panchayat.
Earth work excavation and depositing on bank within an initial lead of 10 m and following lift and classification of soils. For 1st depth of 0 m to 2 m
For 2nd depth of 2 m to 3 m
Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by Department officers.
Plain cement concrete 1:4:8 using 40 mm hard broken granite metal for levelling course including cost of placikng, ramming, consolidating, curing etc. complete for footings.(1.5m to 4.5m below GL)
R.C.C. using M 30 design mix for the following items excluding the cost of reinforcement and centeringkl charges but including the cost of mixing, placing in position, consolidating, vibrating of concrete, curing etc. 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
Centering for sides and soffits of R.C.C slab of plane surface using MS sheets of size 90cmx60cm and stiffend with welded MS angle of size 25mmx25mmx3mm and supported by GI pipes of 40mm dia and BG10 guage (spaced at 75cm c/c) complying with standard specification etc., complete as directed by the Officers. Below GL Plain Surface
From GL to 3.30m
From 3.31m to 4.30m
From 5.31m to 6.30m
From 6.31m to 7.30m
From 8.31m to 9.30m
From 9.31m to 10.30m
From 11.31m to 12.30m
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.
Curved Surface - 3.30m to 4.30m ht.
Supply, fabrication,placing in position of steel rods cutting, tying etc., complete including cost of reinforcements
Exterior Emulsion painting two coats with best approved quality and colour paint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete.Total
Providing outside M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps fixed at 30 cm centre to centre etc.and providing of Landing slabs with hand rails using 32mm GI pipe and 40mmx6mm MS flat etc. as per approved design
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 65mm dia GI pipes
75mm dia PVC Threaded coupler
65mm dia GI Tee
65mm dia GI Elbow
65mm dia GM Gate valve
65mm dia GI Flangeset
65mm dia GI Coupling
65mm GI Dummy
63 mm PVC 4Ksc Pipe
63 mm PVC Bend
cutting of 65mm GI pipes
Thearding of 65mm GI pipes
75mm X 90mm PVC Reducer
90mm dia PVC Threaded adopter
Refilling of the foundation with execavated soil in layers of thick including ramming watering etc., complete as directed by the Department officers
Pumping Line Supply and delivery of 75mm PVC Pipe 6KSC
Earthwork excavation and depositing on bank with initial lead and lift of 10m including all cost etc complete.
Refilling with excavated soil other than sand including all cost and all labour charges etc complete.
Laying and jointing of 75mm PVC Pipes and specials etc complete.
Distribution System Supply and delivery of 75mm PVC Pipe 6KSC
Earthwork excavation and depositing on bank with initial lead and lift of 10m including all cost etc complete.
Refilling with excavated soil other than sand including all cost and all labour charges etc complete.
Laying and jointing of 75mm PVC Pipes and specials etc complete.
FHTC Arrangements (SUB Estimate) - Supply and delivery of 75 mm x 20 mm SADDLE PIECE confirming AS PER IS 7834/1987 for tapping outlet suiting for , 3/4” clear bore and with wide plastic strap (Engineering Plastic) with SS 304 suitable bolts & nuts. Saddle to have sealing of Thermo plastic elastomeric (TPE) material around - 20mm
Common Items for HSC Connection - PBrass Ferrule as per IS 319 grade of sizes 15mm, 20mm and 25mm size and threaded as per IS:1554 BSPT, ISO:7-1 to suit the corresponding bore sizes of 15mm, 20mm and 25mm dia size ( 1/2", 3/4" and 1") in the saddle Connection as per IS :1554 BSPT, ISO:7-1 (20mm)15 mm
Supply and delivery of 20 mm PVC pipe 10Kg per cm2
Supply and delivery of 20 mm PVC Elbow
Supply and delivery of 20 mm PVC FTA
Brass Chromium Plated Screw Down Tap 15
Earthwork Excavation for 20mm PVC pipe laying work including cost of Refilling work as per Standard Specifications 20B (in Rm)
Labour Charges for Laying & Jointing 20 mm pipe in Excavated Trench in Proper Camber
Supply and delivery of Flow control Valve of 20 LPM (Local rate)
Labour charges for Drilling,Cutting and fixing ferrules in distribution line
Cutting 20mm PVC pipe
Provision for Water Meter Arrangements
Please Enable Macros to View BoQ information
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.32 MB
BOQ_781040.xls
BOQ • 0.36 MB
Download all tender documents and submit your bid