Construction of 30000 Lr. Capacity OHT (New Borewell (Hardrock Area) with Allied Works) at Kottapallam in Odukkur Panchayat

Amount

Construction of 30000 Lr. Capacity OHT (New Borewell (Hardrock Area) with Allied Works) @ Kottapallam in Odukkur Panchayat

Drilling of 150mm dia borewell in hard rock area anywhere in Pudukkottai District in the place shown by the officers including transportation of Rig and supporting vehicle from one place to another place including fuel, labour charges, etc completed

Loose Soil

Hard Rock

Supply and delivery of 150mm CM PVC casing pipes and specials with ISI marking

Supply and delivery of 150mm CM PVC Bore cap

Construction of 30,000 lr Capacity OHT

Earth work excavation on bank with an initial lead of 10m and lift of 2m in the following classification of soils Hard stiff clay, black cotton hard red earth, shals, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for found

a. For first depth of 2 M

Second depth of 1M

Filling with good river sand including cost and conveyance of sand to work site including all labour charges for charges for filling etc, complete.

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

R.C.C. 1:1½:3 MIX USING 20MM HBG METAL including cost and conveyance of all materials to work site and all labour charges etc.complete

A) Below GL

B) Items 0 to 1.5m below G.L

C) Column above and upto 4.5m from GL

D) Column above and upto 4.51m to 7.32m above GL

E) Roof slab 7.32m to 10.98m from GL

Supplying and erecting steel centering for sides and soffits including necessary supports and shuttering to the requiredheight for RCC items using MS Sheets or suitable size of BG 10 stiffened with welded etc., complete

A) PLAIN SURFACE

i. Footing & Brace below GL

ii) Upto 0 to 3.30 metre

iii) Floor slab bottom at 5.31m height above GL

C) CURVED SURFACE

i) Floor slab outer side (0 to 0.15m) from working Platform

iv) Roof slab 2.6m to 2.73m from working Platform

B) SQUARE COLUMN

i) Column upto Below GL

ii) Column from 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

Painting two coats 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 febrication and placing inposition mild steel or ribbed for steel and all rainfoced cement concrete works as per the design given including cost of steel and binding wire in all floors etc, complete

Fabrication, supply, delivery and fixing of outside MS ladder wide 45cm made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc providing with suitable including bottom anchorage and tra

Providing and fixing of RCC inner access ladder in R.C.C. 1:1.5:3 mix using 20mm metal including cost and conveyance of all materials to work site and all labour charges etc.complete

Ventilator made up of 45cm stem with 65mm GI pipe and arms made out of 65mm GI Tee and elbow with 20cm 65mm Pipe nipple and firmly welded

Providing for Cutstone of size 45cmx45cmx15cm is CM 1:3 for inlet arrangements as directed by department

Providing Manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforecement and 50x50x6mm MS angle fixed along edges.

Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc., including cost of pipes specials, value, labour charge 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

65mm dia PVC Thraded coupler

65mm dia GI Tee

65mm dia GI Bend

65mm dia GI Coupler

65mm dia GI Union

65mm dia GI Elbow

50mm dia GI Union

50mm dia GI Elbow

65x50mm dia GI Reducer

65mm dia GM Gate value

50mm dia GM Gate value

Refilling the foundation with excated earth including consolidation.

5.00 HP PUMPSET

Supply and delivery of 5 HP submercible Pumpset having duty of 50lpm x 175M head

Supply and delivery of the following panel board to suit 5 HP Submercible pumpset

Supply and delivery of 4.0 sqm Submercible cable for pumpset erection

Supply, delivery and erection of 50mm dia UPVC Column Pipe for Pumpset erection

Supply, delivery and erection of following GI specials for Pumpset eretction

HDPE Collars

50mm GM Elbow

50mm GM non Return value

50mm GI flange set

50mm MS clamp set

150mm MS Borewell Cover

Provision for Labour charges for Erection of 5 HP Pumpset

Supply and fixing of 25mm dia GI Pipe for Service wire EB Post to Main.

Supply and fixing of 7/20 GI Bearer EB Service wire connection etc., complete

Provision for Labour charges for EB Service Connection charges

Construction of pedestal for KISOK with size 0.75 x 0.45 x 1.80 in am using bricks of size 8 3/4 x 4 3/4 x 2 1/4 as per departmental type design including painting etc., complete.

Supply and delivery of MS KISOK size 0.75 x 0.45 x0.75 for fixing meter board, switch board with lock and key arrangements including painting two coats

Pipeline

Earthwork 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 75mm OD PVC 6KSC Pips

Supply and delivery of following PVC Pipes 63mm OD PVC 4KSC Pips

Conveyance of the following rigd PVC pipes. Lowering to trenches and laying to proper grade and alignment

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

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}

RCK INFRA TECH