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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹12 L
EMD Value
₹12,000
Closing Date
4 Mar 2024, 4:00 pmClosed
Block Development officer (VP) Pattukkottai
Block Development officer (VP) Pattukkottai
Construction Of new 30,000 Lit OHT atT.Vadakadu Panchayat
2024_RDTN_431426_1
6084/2022/A2
Open Tender
Civil Works
Item Rate
90 days
Blocl Development office (VP) Pattukkottai
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹12,000
Yes
Blocl Development office (VP) Pattukkottai
9 May 2024
28 Feb 2024
4 Mar 2024
28 Feb 2024
4 Mar 2024
28 Feb 2024
3 Mar 2024
Amount
Construction Of new 30,000 Lit OHT atT.Vadakadu Panchayat
Earthwork excavation for foundation in all soils and sub soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and requiring the sides of foundation. First depth upto 2m
Earthwork excavation for foundation in all soils and sub soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and requiring the sides of foundation. Second Depth Below 2m
Supplying and filling in foundations and basement with filling M- sand in layers not exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications.
Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.
RCC M30 GRADE using graded aggregate of HBGs excluding cost reinforcement, centering, shuttering, but including cost of concrete, placing, vibrating etc complete
For Footing Below GL (1.50 to 4.50 Below GL )
0 m to 1.5 below GL
0 m 4.50m above GL
From 4.50m 7.50 above GL
7.50 m 10.50 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.(Payment for centering shall be given after the concrete is laid).
Plane surface - below GL
For Colounm Footing And GL Brace
For Brace and Middle Brace B1
For Brace and Middle Brace B2
For Floor Beam And Bottom Of Fllor Slab
Curved Surface -upto 3.30m ht
For side wall & Roof slab sides Hanch
Square coloum
For Coloumn Below GL
For Coloumn Below GL
For Coloumn 30505m to 4.505m
For Coloumn 4.505m to 5.505
For Coloumn 5.505m to 6.505
For Coloumn 6.505m to6.71m
supplying and fabricating and placing in position MS steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and binding wire in all floors etc, complete complying with standard specification
Exteroir Emulsion two coats of approved colour including cost and covenyance and all labour charges etc., complete
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 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 PVC vent cowl arrangements mosquito proof nylon net 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
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
65mm GI pipes forTank connection
65mm Dia G.M Gate Value
65mm Dia Non Return Value
65mmdia GI Coupling
65mm dia GI Elbow
65mmdia Gi Bend
65mmdia Gi Flange Set
65mm dia GI union
Externsion of Pipe Line
Earth work excavation in all types of strata for laying of pipes with the standard trench width 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
Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works
a. 90 mm OD PVC Pipe 4 KSC
Lowering and laying the PVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc
a. 90 mm OD PVC Pipe 4 KSC
Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.
a. 90 mm OD PVC Pipe 4 KSC
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
90mm PVC Bend
90x80mm PVCThread Coupler
Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking
a. 80mm GI Pipe
Supply and delivery of GI pipes to Site of Works as Per IS Specification with ISI Marking
a.80mm GI Elbow
B.80mm GI Coupling
Lowering GI Pipes And Special in The Trenches and Laying to Proper grade and Alignment , jointiong with GI Specials And as Directed by deparmental officer
80mm dia Pipe
Provision For Gate Value 80 mm
Provision for Water Meter ,Dirt Box Including erection Charges
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}
N RAMRAJ
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