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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹13,000
EMD Value
₹13,000
Closing Date
19 Apr 2022, 3:00 pmClosed
The Panchayat President, kallal
The panchayat President, Panchayat office, Kallal
kallal/sithick nagar/ 30000ltrs OHT
2022_RDTN_227450_1
kallal/sithicknagar/30000oht
Open Tender
Civil Works - Buildings
Item Rate
180 days
kallal
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹13,000
Yes
20 Apr 2022
28 Mar 2022
19 Apr 2022
28 Mar 2022
19 Apr 2022
28 Mar 2022
Amount
Construction of 30000 Litres Capacity Service Reservoir -12m Staging Height (Raft Footing) and Extension of Pipe Line at Sithik Nagar in Kallal Panchayat
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
Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Bord officers
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.
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.
For items 1.50m to 4.50m GL Footing
For items 0m to 1.50m Below GL
For items 0m to 1.50m Below GL and 1m Above GL
For items 4.5m to 7.32m Above GL
For items 7.32m to 10.98 Above GL
For items 10.98m to 14.64m Above GL
For items Above 14.64m and Up to 18.30m from 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 Suface
Below GL and Upto 3.30m Hight
8.31m to 9.30m and 11.31m to 12.30m
Curved Suface
Square Columns
Below GL and Upto 3.30m Above GL
3.31m to 4.30m Hight
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.
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
Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers.
Providing 110mm PVC 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
65mm GI Pipe
50mm GI Pipe
65mm GI Pipe
90mm PVC Threaded Coupler
63mm PVC Threaded Coupler
65mm dia GL Tee
65mm dia GL Bend 90
65mm dia GL Bend (Short)
65mm GI Coupler
65mm GI Union
65mm GI Elbow
50mm GI Union
50mm GI Elbow
65mm GI Tee
65x50mm GI Reducer
75mmx63mm PVC Reducer
65mm GM Gate Valve
50mm GM Gate Valve
63mm PVC 4ksc Pipe
Refilling the foundation with excavated 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 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 Hand rails over the Standing Platform 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
Supply,delivery, laying and jointing of 90mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification
Supply of HDPE specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
90mm HDBE Bend page 26 ,sl.no-1
90mm x80mm HDBE Threaded Coular
90mm x50 mm HDPE Tee IS
90mm End cap
80mm GI pipe
80mm GI Elbow
80mm GI coupling
80mm GI pipe
Provision for gate value 80mm - Pg No. 30, Clause 5.2
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}
RAJENDRAN CONTRACTOR
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