Construction of 30000 Ltr Capacity OHT (12m Stage) at Ayipatti Village in Kuppakudi Panchayat

Construction of 30000 Ltr Capacity OHT (12m Stage) at Ayipatti Village in Kuppakudi Panchayat

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.

A) 1.5m to 4.50m Below GL

B) 0m to 1.50m Below G.L

C) Column above upto 4.5m from GL

D) Column 4.51m to 7.32m above GL

E) Roof slab 7.33m to 10.98m from GL

F) Roof slab 10.98m to 14.64m from GL

G) Roof slab 14.64m to 18.30m from GL

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

i. Below GL

ii) G.L and at 3.30m from Above G.L

iii) 5.31m to 6.30m from above GL

iv) 8.31m to 9.30m from above GL

v) 11.31m to 12.30m from above GL

vi) Above GL (14.30 to 15.30m )

B) CURVED SURFACE

a) Above GL ( 11.30 to 12.30m )

b) Above GL ( 12.30 to 13.30m )

c) Above GL ( 13.30 to 14.30m )

d) Above GL ( 14.30 to 15.30m )

C. SQUARE COLUMN

i) Below GL

ii) Column 0m to 3.30m above GL

iii) Column from 3.31m to 4.30m above GL

iv) Column from 4.31m to 5.30m above GL

v) Column from 5.31m to 6.30m above GL

vi) Column from 6.31m to 7.30m above GL

vii) Column from 7.31m to 8.30m above GL

viii) Column from 8.31m to 9.30m above GL

ix) Column from 9.31m to 10.30m above GL

x) Column from 10.31m to 11.30m above GL

xi) Column from 11.31m to 12.30m above GL

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.

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 1:1.5:3 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 R.C.C. 1:1.5:3 mix using 20mm and 10 mm size hard granite broken stone (machine crushed) inside access ladder 0.60m wide made with steps at 45 cm interval from roof slab to floor slab level of the S.R including cost of reinforcement, fabrication, labour charges, centering charges colour washing with cement paint of approved colour and quality in two coats etc. complete and as directed by the TWAD Board Officers.

Providing 65 mm GI ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl 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

Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc., including cost of pipes specials, value, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality etc., complete.

65mm dia GI pipes for inlet conection

65mm dia GI pipes for overflow & rainwater harvesting pipe

65mm dia GI pipes or scour pipe

65mm dia GI pipe delivery pipe

65mm dia GI Tee

65mm dia GI Bend

65mm dia GI Coupler

65mm dia GI Union

65mm dia GI Elbow

65mm dia GM Gate valve

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

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 Pipes

Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment 90mm OD PVC 6KSC Pipes

Refilling the excavated earth including all labour charges etc., complete

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 Pipes

Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment 63mm OD PVC 4KSC Pipes

Refilling the excavated earth including all labour charges etc., complete

Platform

Earthwork excavation and depositing on bank with initial lead and lift in cll clauses of soils such as hard stiff clay stiff black cotton soil hard red earth, sharles, murrams, gravel, stoney earth and mixed with 50% of fair sized boulders etc. complete.

Sand Filling with good river sand including cost and conveyance of all materials to site including all labour charges for filling etc complete

Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyance of all materials to site including all labour charges for filling etc complete

Brickwork in CM 1:5 mix using country bricks of size 8 3/4 x 4 1/4 x 2 3/4 including cost and conveyance of all materials of all materials to site and labour charges etc. complete

Cement Concrete 1:2:4 mix using 40mm metal including cost and conveyance of all materials to site including all labour charges for filling etc complete

Plastering with cement mortor 1:5 mix to 12mm thickness including cost and conveyance of all materials to site and all labour charges etc. complete

Supply and fixing of 900mm dia RCC Collar

Supply and fixing of 4"PVC Pipe etc., complete

Supply and fixing of 40mm Broken Stone including cost and conveyance of all materials to site including filling etc complete

Supply and fixing of 20mm Broken stone including cost and conveyance of all materials to site including filling etc complete

GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 1 & 78 of Section 2 of Instruction to Bidders (ITB) of SBD)

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