JJM - Work No. 1 Bagavandipatti Panchayat in Ponnamaravathi Block - Pudukkottai District

Amount

1. Construction of 60,000 Lr Cap OHT @ Kayampunjai in Bagavandipatti Panchayat

(i) Providing 60000 Ltrs Capacity 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 1m

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 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. PLANE SURFACE

1) Below GL

2) GL and at 3.30m from Above GL

3) 3.31m to 4.30m from above GL

4) 6.31m to 8.30m from above GL

B) CURVED SURFACE

1) Side wall ( 0 to 3.30m)

2) Side wall (3.31 - 4.31m)

3) 7.31 to 8.30 floor slab

4) 8.31 to 9.30 floor slab

C. SQUARE COLUMN

1) Below GL

2) COLUMN 0M TO 3.30M ABOVE GL

3) 3.31m to 4.30m from above GL

4) 4.31m to 5.30m from above GL

5) 5.31m to 6.30m from above GL

6) 6.31m to 7.30m from above GL

7) 7.31m to 8.30m from above GL

Painting two coats of Emulsion paint with approved cement paint over one coat of priming coat over cement plastered exposed surface of the reservoid including cleaning preparing the surface and curing 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 65mm GI ventilating arrangements as per TWAD manual

Supply and fixing of cut stone of size 23cm x 23cm to set in CM 1:3 at Inlet

Providing manhole cover as per TWAD manual

Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc., including cost of pipes specials, valve, labour charges and painting of GI pipeswith two coats of approved quality etc., complete

65mm dia GI pipes for inlet connection

65mm dia GI pipes for overflow & rainwater harvesting pipe

50mm dia GI pipes or scour pipe

65mm dia GI pipe for delivery pipe

90mm dia PVC Thraded coupler

65mm dia PVC Thraded coupler

65mm dia GI Tee

65mm dia GI Coupler

65mm dia GI Elbow

50mm dia GI Elbow

65x50mm dia GI Reducer

75mm PVC Threaded coupler

75x90mm dia PVC Reducer

75x63mm dia PVC Reducer

65mm dia GM Gate value

50mm dia GM Gate value

50mm H-Nipple

50mm flange set

Refilling foundation with excavated earth

Pipeline for Pumping Main

Earth work excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils

Supply and delivery of following PVC Pipes

90mm OD PVC 6KSC Pips

Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment

90mm OD PVC 6KSC Pips

Refiiling the excaveted soil charges

Pipeline for Delivery line

Earth work excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils

Supply and delivery of following PVC Pipes

63mm OD PVC 4KSC Pips

Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment

63mm OD PVC 4KSC Pips

Refiiling the excaveted soil charges

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)

M. ANNADURAI