ESTIMATE FOR CONSTRUCTION OF CANAL WATER BASED RECHARGING STRUCTURES ON DEFUNCT TUBEWELLS OF PWRDMC AND CONNECTING IT WITH CANAL/DISTRIBUTARIES/WATER COURSES BY UNDGERGROUND PIPELINE

Amount

Dismantling concrete

Reinforced cement concrete

Dismantling brick work tile, masonry or tile lining

In cement

Removing doors and windows together with the dismantling of walls

Doors

Window

Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.

Earth work upto 1.5 m. Depth for all classes of soil All classes of soil except rocky

Exceeding 1.5 m depth but not exceeding 2.25 m depth All classes of soil except rocky

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth

For Extra sluice valve chamber

12.5 mm thick cement plaster 1:3

Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:-

Second Layer :----- Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry).

Third Layer :----- Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry

Fourth Layer :----- Bajri (Coarse) screened, cleaned and washed and graded from 20mm to 25mm (from Pathankot or approved equivalent quarry).

Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type

for sedimentation tank 4" thick pcc

Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

for sedimentation tank 4" thick pcc

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

For Road

Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients,cutting, jointing and testing complete as per specifications.

160mm o/d PVC pipe of 4 Kgf. / sqcm

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge).

Class PN-1.6 as per ISI 200mm i/d Sluice Valves flanged

Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.

Size 0.9 m. x 0.9 m.

Place Identification sign board 900x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective IRC 67 – 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .

Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012

Installation of LED based SPV Street Lighting system 12 Watt,75 spv Module 12.8 V-40 AH, Lithium Ferro Phosphate Batteryu 6 mtr GI pole including labour charges GST etc complete in all respects.(As per quotation received by PEDA)

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Development and Stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.

Capacity of Air compressor 300 cfm at 250 PSI

Development and Stabilizing of the tubewell with submersible pump of required capacity as directed by the engineer-in- charge including cost of tools, appliances & appliances & consumable to the satisfaction of Engineer-incharge.

Drilling/Boaring holes including complete in all respects and to entire satisfaction of engineer in charge above 50 mm dis @Rs 5 per mm Depth

Supply and Fixing of Mechanical Flow Meter 200 mm dia with fitting assembly complete in all respect as per design and PWD specification and instruction of engineer-in-charge.

Any Other Item (CSR + SP)

S.H And Company (BID ID -609257)