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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹30,000
Closing Date
26 Feb 2021, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER,
AVUDAIYARKOIL
JJM - Work No. 1 Karur Panchayat in Avudaiyarkoil Block - Pudukkottai District
2021_RDTN_197912_1
Work No.1 JJM KARUR Pt Avudaiyarkoil
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
Item Rate
180 days
AVUDAIYARKOIL
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹30,000
26 Feb 2021
20 Feb 2021
26 Feb 2021
20 Feb 2021
26 Feb 2021
20 Feb 2021
Amount
1. Providing House hold tap connection,Extension of pipe line,10000 Ltrs OHT Elambavayal in Karur panchayat
(i) Pipeline for Delivery line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
63mm OD PVC 4KSC Pips
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
63mm OD PVC 4KSC Pips
Refiiling the excaveted soil charges
(ii) Pipeline for Pumping Main
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and delivery of following PVC Pipes
90mm OD PVC 6KSC Pips
Supply and delivery of following GI Pipes
50mm GI Pipe
50mm GI Elbow
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
90mm OD PVC 6KSC Pips
Refiiling the excaveted soil charges
(iii) Providing FHTC, Distribution Line
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for aying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officer Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B
Supply and Delivery of Following UPVC Pipe (Un-Plasticized Polyvinyl Chloride) UPVC used for residential and home application, water pressure in residential areas do not normally exceed the maximum tolerance
Lowering PVC rigid pipes and specials to trenchand laying to proper grade and alignment,jointing with PVC couplers with cement paste.
Refiiling the excaveted soil charges
Supply and fixing of following specials etc., completed
20mm - Poly propylene compression MTA
20mm - Poly propylene compression FTA
20mm dia UPVC Elbow
15mm GM Ferrule
63mm x 20 mm PVC Saddle piece
20mm U PVC ball velve
20mm PVC Elbow
20mm PVC Tee
20mm PVC End cap
Labour for drilling, cutting, Threading and fixing ferrule in distribution Pipes - 20mm dia
20mm dia
Providing for Flow Control Valve
(iv) Construction of Road for Restoring the Cut Portion
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
(iii) Providing 10000 Ltrs OHT
Earth work Excavation in all classes of soils such as hard stiff clay. Stiff block hard red earth, shales, murram, gravel, stoney earth expect hard rock requiring blassing and depositing on bank with all leads and lifts and all incidental charges such as
First depth of 2m
Second depth of 2m
Filling with clear river sand in foundation including cost & conveyance to site and labour charges for watering raming and all other incidental charges etc., complete.
PCC 1:4:8 mix using 40mm ISS HBG metal including cost & conveyance of all materials to site including cost of cement and labour for mixing laying compacting curing concrete and all other incidental charges etc., complete for foundation.
RCC 1:1.5:3 mix using 20mm ISS HBG metal including cost & conveyance of all materials to work site and including cost of cement all other incidental charges etc., completed but executing cost and conveyance of steel fabrication charges and centering complete.
Footing 1.5m to 4.5m below G.L.
Column 0m to 1.5m below G.L.
Column above G.L. upto 4.5m
Column from 4.50m and upto 7.32m
Side wall upto 7.32m to 10.98m
STEEL CENTERING: Centering for sides and soffits includig necessary supports and strutting to the required height for the folllowing RCC items using MS sheets of suitable size of B.G. 10 stiffened with welded MS angles of size 25mmx25mmx3mm for boarding, laid over silver oak (country wood) joist of size 10cmx6.5cm spaced at 90m C/C and supported by causrina props of 10cm to 13cm dia spaced at 75cm C/C complying wth standard specification etc., completed as directed by TWAD board officers.
A. PLAIN SURFACE
Footing & Brace Below
Below G.L
Upto 0 to 3.30m
Floor Slab Bottom at 5.31m Height
B. CURVED SURFACE
Side wall 0 to 3.30m
Floor slab side
C. SQUARE COLUMNS
Column upto Below G.L
Applying two coats of approved cement paint on tank surface and other exposed surface including washing and preparing watering etc., complete.
Supply and fabrication of steel as per IS432/1960 (Tested Quality) including fabrication charges for all RCC items schedule in the tender including cost of steel including cost of electrodes and power for wilding typing wires, space bars cover blocks and all other incidental charges etc., completed and as directed by TWAD board officers.
Supply and fixing of MS ladder (outside) as per TWAD manual.
Providing RCC ladder (Inner side) as per TWAD manual
Providing PVC ventilating arrangements as per TWAD manual
Providing manhole cover as per TWAD manual
Supply delivery of G.I. Pipes and G.I./PVC specials or tank plumbing work as per I.S. specification.
65mm G.I. Pipe (Two delivery)
63mm dia PVC threaded coupler
50mm G.I. Pipe
65mm G.I.Pipe
90mm PVC Threaded coupler
65mm PVC Threaded Coupler
65mm GI Tee
65mm GI Bend
65mm Shord Bend
65mm GI Coupler
65mm G.I. Union
65mm GI Elpow
50mm G.I. Union
50mm GI Elpow
60x50 GI Redicer
50mm G.I. Gate valve with wheel
65mm G.I. Gate valve with wheel
Refilling foundation with excavated earth
GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
A NAGARAJAN
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