Natham Town Panchayat.Construction of 60000 liters Capacity OHT at 12th ward Gandhi Nagar S F No109 41) in Natham Town Panchayat

Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil

In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B

In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting

PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL.

1.50m to 4.50m below GL

RCC M30 design mix using 20mm HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete

Column footing below 1.50 m from GL

Column below GL upto 1.50 m

0 - 4.50 m Above GL

4.50 m to 7.32 m Above GL:

7.32 m to 10.98 m Above GL

10.98 m to 14.64 m Above GL

14.65 m to 18.30 m Above GL

18.3 m to 21.96 m Above GL

Centering, soffits of RCC works including strutting and shuttertting Charges etc. complete for the following

Column footing (plane surface)

Square Column:

Column 0 to 3.3m ht. above G.L and below GL

Colum above 3.3m to 4.3 ht from GL

Column above 4.30 m upto 5.30 m

Column above 5.30 m upto 6.30 m

Column above 6.30 m upto 7.30 m

Column above 7.30 m upto 8.30 m

Column above 8.30 m upto 9.30 m

Column above 9.30 m upto 10.30 m

Column above 10.30 m upto 11.30 m

Column above 11.30 m upto 12.30 m

Column above 12.30 m upto 13.30 m

Column above 13.30 m upto 14.30 m

Column above 14.30 m upto 15.12 m

Plain Surface

For G.L. brace 0-3.3 m

For brace at 3.78 m height

For brace at 7.56 m height

For brace at 11.34 m height

Floor beam sides from 15.12 m to 15.59 m above GL - Inside

Floor slab and working platform at 15.59m above G.L..

Roof slab at 3.55 m above floor slab

Curved Surface - upto 3.30m ht.

Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods.

Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification.

Providing RCC inside ladder as per approved design 3.55 m Height

Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x6mm 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 , IIIrd and IV staging upto floor slab and Vth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to Vth stage. RCC M30 Grade mix for Landing slab Nos. at Ground Level- 1No and above Ground Level - 5Nos. 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 RCC ventilator over roof slab and roof dome of S.R. (0.15 m dia)

Providing cut stone slab in CM 1:3 of size 0.45 m x 0.45 m x 0.15 m and as directed by officers (M-0056)

Providing C I (Hevy duty) manhole cover of size 0.60 x 0.60M and as directed by Departmental officers (M-0640)

Providing RCC hand rails at Roof slab and at landing Slabs of outside Ladder as per drawing

Provision for pipe connection arrangements for inlet including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading etc.,

Provision for pipe connection arrangements for outlet, including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading etc.,

Provision for pipe connection arrangements for scour including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading etc.,

Provision for pipe connection arrangements for overflow etc., including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading etc.,

Refilling the foundation with excavated earth including consolidation as directed by the Departmental officers

Earth work excavation and depositing on bank with initiallead of 10 m and lift of 2 M in for Laying of 90 mm dia PN6 HDPE Pipe narrow trenches for layingof pipes for water supply and sewerage works in thefollowing type of soils as directed by Departmentalofficers such as Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with smallsize boulders and hard gravelly soil.One cubicmetre

Supplying and Delivery of 90 mm dia HDPE PVC Pipe for and Specilas including all cost of materials and all labour charges with all lead chrages etc complete complying with standarad specifications and as directed by the depatmental officers

90 mm dia HDPE PVC Pipe pumping main PN 10

D System inter Connect with Existing distribution line 90 mm dia HDPE PN 6 Pipe

80mm Flange Set

Conveying and Lowering the 90 mm dia HDPE pipes and specials in the trenches and laying to proper grade and alignment including all cost of materials and all labour charges with all lead chrages etc complete complying with standarad specifications and as directed by the depatmental officers

Refilling the foundation with excavated earth including consolidation as directed by the Departmental officers

Painting the Town Panchayat Emblem and writing the slogon in accordance with size and specifications as approved by the Town Panchayat Officers with approved colour and quality of paint on the colour and quality of paint on the exterior surface of Service Reservoir complete etc., and as directed by Town Panchayath Officers. (WD-W0745)

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