Construction of New OHT 60000 Lit. at Kailavaram H/O Mathiyampatti

Amount

Construction of New OHT 60000 Lit. at Kailavaram H/O Mathiyampatti

Geophysicdal survey Charges

Drilling of 150mm dia Borewell (Sub Estimate)

Cost of 150mm dia Borewell in Hard rock Area Over Burden soil for Insertion of Casing Pipe

Upto 150M below Ground Level

Cost of Casing pipe including Installation charges 165mm O/D PVC Casing pipe

Supply, delivery & erection of Three phase Submersible pumpset (Sub Estimate)

Supply and delivery of Three phase Submersible Pumpset (As per IS 8034) including all tax charges. Pumpset: 5.00 HP, Duty: 50 Lpm x 175 m

Three phase panel board with two level guard and auto starter including tax charges.

Supply and delivery of following UPVC pipes and specials conforming to IS 694/1990 for UPVC Pipes IS 1239/1990 part I required for pumpset erection. 4.00 sq.mm flat copper Submersible cable

40mm UPVC Pipe

40mm GI pipe

40mm GI Elbow

40mm GI Union

40mm MS Clamp set

40mm GM Non Return Valve

20 mm PVC Pipe for Cable encasing including earth work, laying, refilling charges.

7/20 copper wire for Service Connection (SD 65)

25mm Gl pipe for Service connection

Transport charges for All materials at the site.

Labour charges for erection, testing and commissioning of the submersible pumpsets in the bore well including fixing and jointing the submersible cable with proper clamps up to the starter to the required depth using erection of clamps, valves, Panel Board

Supply, delivery and erection of EB meter board with supply and fixing of 16 amps fuse unit 1 No. copper neutral link, indicator lamp with switch holder bulb and Three phase main switch etc. complete.

Construction of 60000 Litres OHT (12.00 M Staging Height)

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 First Depth of 0 to 2 M 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 For Column Footing For G.L Brace

Second depth of 2.0m to 3.0 m

Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Board officers

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

RCC in M 30 mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete

A). Below 1.5m from GL Column footing

B). 0 m to 1.50m below GL

C). 0m to 1.00m above GL

D).1.00m to 4.50m above GL

E). 4.50 m to 7.32 m above GL

F). 7.32 m to 10.98 m above GL

G). 10.98 m to 14.64 m above GL

H). 14.64 m to 18.30 m above GL

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

I). Plain Surface

a). Below GL

b). From GL to 3.30m

c). From 3.31m to 4.30m

d). From 5.31m to 6.30m

e). From 6.31m to 7.30m

f). From 8.31m to 9.30m

g). From 9.31m to 10.30m

h). From 11.31m to 12.30m

II). Square Column:

A). Square Column Below GL and upto 3.30m above GL

B). 3.31m to 4.30m ht

C). 4.31m to 5.30m ht

D). 5.31m to 6.30m ht

E). 6.31m to 7.30m ht

F). 7.31m to 8.30m ht

G). 8.31m to 9.30m ht

H). 9.31m to 10.30m ht

I). 10.31m to 11.30m ht

J). 11.31m to 12.30m ht

A. Curved Surface - upto 3.30m ht.

B.Curved Surface - 3.30m to 4.30m ht.

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

Painting two coatsto the exposed surface of SR using cement paint

Providing outside M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps fixed at 30 cm centre to centre etc.and providing of Landing slabs with hand rails using 32mm GI pipe and 40mmx6mm MS flat etc. as per approved design

Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers

Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc.,

Providing GI Ventilation arrangement 2 nos mosquito proof nylon net with 65 mm GI pipe and spls as directed by the TWAD Board officers 1 m 65 mm Gi pipe, 4 nos 65 mm Gi elbow , 4nos cutting and 8 nos threading and 2 nos 65 mm GI tee

Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m 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, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint

65mm dia GI pipes

75mm dia PVC Threaded coupler

65mm dia GI Tee

65mm dia GI Elbow

65mm dia GM Gate valve

65mm dia GI Flangeset

65mm dia GI Coupling

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

As per item 1(a) + 1(b) Less item 2,3 & 4A, 4B

Providing Name board

Provison for Pipe line (Sub Estimate)

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B

Supply of 63mm PVC Pipes including cost and conveyance of all materials to site and all labour charges etc., completed.

Labour charges for laying and joining 40mm HDPE Pipes including all labour charges for laying pipes in proper alingment and gradient including cost of solvent cement etc., complete.

Refilling with excavated earth after laying of pipes including all labour charges Solvent cement etc., complete.

Construction of Masonry Pedestal (Pump Room) for Housing the Panel Board Size: 1.20m x 0.60m x 0.75m

Construction of Sanitation sealing arrangements

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}

KS CONSTRUCTION (BID ID -1094772)