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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.6 LAccepted-AOC | ₹16.6 L | L1 | Accepted-AOC L1 Accepted |
| 2 | L2₹16.6 LRejected-AOC | ₹16.6 L | L2 | Rejected-AOC L2 Rejected |
| Sl No | Description | Qty | Unit | Kalamegam B L1 | EZHILMARAN V L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavation below GL and depositing on bank with an initial lead of 10m and lift of 2m etc for the following classfication of soil | 37.92 | Cum | 263.7 ₹9,999.50 | 275 ₹10,428 |
| 2.00 | Supplying and filling in foundation with clear river sand including cost and conveyance of materals and labour charegs etc., | 2.77 | Cum | 2,043.6 ₹5,660.77 | 2,070 ₹5,733.90 |
| 3.00 | Cement concrete 1:4:8 mix (one cement four sand and eight hard broken stone) using 40mm ISS HBG metal for foundation including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing, etc., complete as per standard specification | 2.77 | Cum | 5,745.4 ₹15,914.76 | 5,800 ₹16,066 |
| 4.00RCC M30 using 20 mm machine crushed HBG stone for the following mambers excluding the cost of reinforcement and fabricating, centering, shuttering and strutting charges but including the cost of all materials, mixing, placing in position, lifting, vibrating, finishing and curing etc., complete | |||||
| 4.01 | Below 1.50m from G.L (Column footing) | 5.79 | Cum | 7,525.5 ₹43,572.65 | 7,525.5 ₹43,572.65 |
| 4.02 | Up to 1.50m below G.L | 1.03 | Cum | 7,525.5 ₹7,751.27 | 7,525.5 ₹7,751.27 |
| 4.03 | 0 m to 4.50m above G.L | 2.11 | Cum | 7,666.5 ₹16,176.32 | 7,666.5 ₹16,176.32 |
| 4.04 | 4.50m to 7.32m above GL | 2.56 | Cum | 7,944.4 ₹20,337.66 | 7,944.4 ₹20,337.66 |
| 4.05 | 7.32 m to 10.98 m above GL | 4.71 | Cum | 8,222.3 ₹38,727.03 | 8,222.3 ₹38,727.03 |
| 5.00Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification. | |||||
Updated dates
Tender Value
₹16.7 L
EMD Value
₹16,700
Closing Date
4 Mar 2026, 3:00 pmClosed
The Block Development Officer(BP)
Panchayat union, Sendurai
Construction of 10000 litreOHT(7.50M Staging Height) and borewell with motor at Sendurai Bus Depo in SenduraiPanchayat
2026_RDTN_666158_1
R.C.No.A2/1314/2025, Date.18.02.2026
Open Tender
Civil Works - Water Works
60 days
Sendurai
As per tender document
5 documents required · 5 mandatory
₹0
₹16,700
17 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
Earthwork excavation below GL and depositing on bank with an initial lead of 10m and lift of 2m etc for the following classfication of soil
Supplying and filling in foundation with clear river sand including cost and conveyance of materals and labour charegs etc.,
Cement concrete 1:4:8 mix (one cement four sand and eight hard broken stone) using 40mm ISS HBG metal for foundation including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing, etc., complete as per standard specification
RCC M30 using 20 mm machine crushed HBG stone for the following mambers excluding the cost of reinforcement and fabricating, centering, shuttering and strutting charges but including the cost of all materials, mixing, placing in position, lifting, vibrating, finishing and curing etc., complete
Below 1.50m from G.L (Column footing)
Up to 1.50m below G.L
0 m to 4.50m above G.L
4.50m to 7.32m above GL
7.32 m to 10.98 m above GL
Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.
Plain surface below GL
For 0.00m to 3.30m
For 3.30m to 4.30m above GL
For 6.30m to 7.30m above GL
Square column below GL and up to 3.30m above GL
square column 3.31m to 4.30m
square column 4.31m to 5.30m
square column 5.31m to 6.30m
square column 6.31m to 7.30m
Curved surface - up to 3.30m ht
Supplying fabricating and placing in posistion of steel rods (above 16mm dia metre) for reinforcement including cost of steel and binding wire, labour charges etc., complete for RCC works
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 officer.
Fabrication, supplying and delivery and fixing of MS ladder wide 45cm made out of 50 x 50 x 6mm MS angle for sides and steps in 16mm MS plan Rods fixed at 30cm centre for 30000 OHT
Providing RCC 1:1, 5:3 ventilator using 20mm HBG stone including cost of all materials, centering, shuttering, strutting, reinforcement placing of concrete, finishing, curing and fixing on position on the roof slab with mosquito proof net arrangement and etc., complete
Providing A.C cylindrical Cowl 100mm dia arrangements mosquito proof nylon net and as directed by the Officers
Supply and fixing of cut stone of size 0.30m x 0.30m x 0.30m in CM 1:3 below inlet pipe for service reservoir as directed by TWAD board officers
Providing manhole cover of size 60cm x 60cm in RCC 1:1 1/2 : 3with suitable reinforcement and 50x 50 x 6m MS angle fixed along edges and as directed by the Officers
Supply and delivery of following sizes of FRC manhole covers/Frames to stores as per IS 12592:2002 to its latest revision with reinforcement details for cover and frames
Providing pipe connection work for SR rate including supply and laying of pipes, specials and valves etc., complete and as directed by officers
50mm GI pipes
50 Dia GI elbow
50 dia GI flange set
50 dia GI coupling
0.849 C r0.63 s0.54 PVC threaded coupler
80mm dia GI pipe
90mm dia PVC threaded coupler
80mm dia GI Tee
80mm dia GI Elbow
80mm dia GM gate valve
80mm dia GM flangset
80mm dia GI coupling
80mm dia GI dummy
90mm PVC 4Ksc pipe
Refilling the foundation with excavted earth including consolidation as directed by the TWAD board officers
Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and therading, earthwork excavation and refilling
Earthwork excavation in all types of strata for laying of pipes with the standard trench with as per Bd.circular No.28/AE10/P&D/2001/ Dt,01.10.2001 and JCE (P&D) Lr.No.LM/AE10/P&D/2001/Dt.22.11.2001 (Page.274)
Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI marking to site of works (Page 21)
Lowering PVC/DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste (Page 248)
Refilling the foundation with excavted soil other than sand in layers of not more than 15cm thick, watering, well raming, consolidating , complying with standard specification and as directed by officers
Provision for levelling the site
Geophysical survey charges including conveyance charges for the Geo-physical instruments and other accessories
Drilling of bore wells any where in district including transportation from one place to another place within the district in alluvial soils sedimentary strata of clay and sand stone, shale, pebbles, boulders etc., by first taking a pilot bore of 150mm dia Upto 60m depth below ground level
From 60m to 90m below G.L.
From 90m to 120m below G.L.
Reaming from 180mm dia pilot bore to 300mm dia as directed by officers Upto 60m depth below ground level
From 60m to 90m below G.L.
From 90m to 120m below G.L.
Supply delivery and conveyance of all following sizes of PVC casing pipes and specials to site as per IS No. 12818/1992 200mm OD PVC Plain Pipe(Medium depth)
200mm OD PVC Ribbed screen (Medium depth)
200mm OD PVC threaded dummy
Labour charges for inserting 200mm OD PVC casing pipe with screen or without screen in the drilled hole including jointing the pipe complete supplying and packing the annular quality by the department officer. 200mm PVC Casing Pipe
Developing the bore wells with air compressor of 600cfm capacity including transportation, labour and fuel charges for compressor and as directed by the department officer and conducting yield test by "V" notch methods
Supply and delivery and fixing of MS borewell cover using MS flat of 10mm x 3mm and MS sheet 12 guage on top bolting arrangements for securing the cap in position. 8" casing pipes
Supply delivery and erection of single phase submersible pumpset as per 15 specification having a duty of 20LPMX100m including cost of panal board, 2.5sqmm copper flat cable, 32mm GI pipe and special for pipe construction, EB service connection charges etc., 7.50 HP Motor
Panel board
Cable
75mm HDPE Pipe
80mm GI Pipe
80mm GI coupling
80mm gate valve
Labour charges erection up to 7.50m submercible including fixing and jointing
Supply and delivery erection EB metre along with supply and fixing 16amps
Supply and run off service wire etc., completed (SD NO 64)
Supply and run off GI service pipe etc.,completed (SD No 70)
Provision for Name board
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}
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