Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC NO 230 2 BAJANAI KOVIL STREET S KATTERI VILLAGE VANDAVASI TALUK TIRUVANNAMALAI DIST 604 406 | VANDAVASI | TIRUVANNAMALAI | TAMIL NADU | 604406 | ₹6.6 L | L1 | Accepted-AOC P Elangovan Lowest bidder |
| 2 | L2₹6.7 LRejected-Finance | ₹6.7 L | L2 | Rejected-Finance Highest bidder |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Withdrawn |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Withdrawn |
| Sl No | Description | Qty | Unit | Ilaiyaraja D L2 | P Elangovan L1 |
|---|---|---|---|---|---|
| 1.00Construction of New 10000 lit OHT with 7.5m Stage Height Arunthathiyarpalatam in Mosavadi Panchayat in Pernamallur Block in Tiruvannamalai District under Mines and Minarals 2024-25 | |||||
| 1.01ESTIMATE FOR 10,000 LITRES CAPACITY SERVICE RESERVOIR - 7.5m STAGING HEIGHT (RAFT Footing) | |||||
| 1.02Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers | |||||
| 1.03 | First depth of 0 to 2 m | 29.81 | Cu.m | 250 ₹7,453.25 | 245 ₹7,304.19 |
| 1.04 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers. For footing | 2.17 | Cu.m | 5,019 ₹10,871.15 | 5,018 ₹10,868.99 |
| 1.05Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the TWAD Board Officers. | |||||
| 1.06 | Below 1.5m from GL | 2.48 | Cu.m | 6,848 ₹16,983.04 | 6,845 ₹16,975.60 |
| 1.07 | 0m to 1.50m below GL | 1.08 | Cu.m | 6,848 ₹7,395.84 | 6,845 ₹7,392.60 |
| 1.08 | 0m to 4.50m above GL | 2.16 | Cu.m | 6,978 ₹15,072.48 | 6,977 ₹15,070.32 |
| 1.09 | 4.50 m to 7.32 m above GL | 2.85 | Cu.m | 7,238 ₹20,635.54 | 7,236 ₹20,629.84 |
Tender Value
₹8 L
EMD Value
₹8,000
Closing Date
14 Oct 2025, 3:00 pmClosed
Block Development officer , Pernamallur
Block Development office , Pernamallur
Construction of New 10000 lit capasity OHT at Arunthathiyarpalayam in Mosavadi panchayat in Pernamallur Block
2025_RDTN_612647_1
A6/2619/2024 Dt 12.06.2025
Open Tender
Civil Works
Pernamallur
Construction of New 10000 lit capasity OHT at Arunthathiyarpalayam in Mosavadi panchayat in Pernamallur Block
2 documents required · 2 mandatory
₹0
₹8,000
Yes
2 Jan 2026
9 Oct 2025
14 Oct 2025
9 Oct 2025
14 Oct 2025
9 Oct 2025
Amount
Construction of New 10000 lit OHT with 7.5m Stage Height Arunthathiyarpalatam in Mosavadi Panchayat in Pernamallur Block in Tiruvannamalai District under Mines and Minarals 2024-25
ESTIMATE FOR 10,000 LITRES CAPACITY SERVICE RESERVOIR - 7.5m STAGING HEIGHT (RAFT Footing)
Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers
First depth of 0 to 2 m
Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers. For footing
Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the TWAD Board Officers.
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
Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the TWAD Board Officers.
Plane Surface Below GL
From GL to 3.30m
From 3.30m to 4.30m
From 6.30m to 7.30m
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
Curved Surface - upto 7.3m to7.65 m
Curved Surface - upto 7.3m to 8.3 m
Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete.and as directed by the TWAD Board officers.
Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the TWAD Board officers.
Supply and Delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for sides and steps in 16 mm MS plain rods fixed at 30cm C/C welded jointed etc ., providing with suitable side supports, clamps and locking arrangements provided with two coats of approved enamel paint over one coat of redoxide paint , for providing access to roof top of 20000 litres OHT of suitable inclined length , including bottom anchorage and transportation and as directed by TWAD Board officers. The rate includes concrete bed block in CC 1:2:4 using 20mm HBGS at top and bottom of suitable size with necessry anchor bolts.
Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. to required height and clear width of 45 cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25mm x 25mm etc.complete and as directed by TWAD Board Officers.
Providing 110mm AC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers
Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir 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
Pipe Connection Arrangements
50mm GI pipes for inlet connection
50mm GI pipes for over flow & rain water harvesting pipe
65mm GI pipes for scour pipe
50mm dia gate Valve
65mm dia gate Valve
63mm PVC Threaded coupler
50mm dia GI Tee
50mm GI Elbow
50mm dia GI Coupler
50mm dia GI Flangest
50mm dia GI Coupling
50mm dia GI Dummy
50mm GI bend
50mm dia GI Union
65mm dia GI union
65mm dia GI Flangest
65mm GI Coupler
63 mm PVC 4Ksc Pipe
Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow 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 x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers
Providing Distribution line
Earthwork excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS 20 B for narrow foundation
Cost and supply delivery of 63mm PVC 4kg/cm2 and Specials including all Cost etc complete
Towerds labour charges for 63mm 4kg/cm2 PVC and Specials with proper Gradiant and alignment including all cost etc completed
Refilling the excavated earth Pipeline trench including all labour charges etc complete
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}
Ilaiyaraja D (BID ID -1486998)
Bidder Name
P Elangovan
Ilaiyaraja D
stage.html
html • 0.05 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
Download all tender documents and submit your bid