PROVIDING LOWERING LAYING ALIGNING AND FITTING OF 80MM DIA GI PIPE AT BURMA WSS CHAMSHEN CHARASA UNDER JJM

Earth work in excavation by mechanicle means in trenches for foundation drain pipes cables etc( not exceeding 1.5mtr in width) and for shaft wells cesspits and like not exceeding 10sqm on plan including dressing and side ramming of bottom lift upto 1.5mtr including grtting out excavated earth and disposal of surplus excavated earth All kind of soil

Ordinary Rock

Providing, laying and fitting of 80mm dia G.I pipe complete including cost of pipe and fittings.

Filling of available earth (excluding rock) plinth, sides of foundation etc layer not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering lead up to 50 mtrs & lift upto 1.5 mtrs.

Providing, lowering, laying, aligning, fixing in position in pipeline, 40mm dia Gate valve including complete labour, testing and commissioning along with pipe line as per technical specification and as per direction of Engineer.

Dumping stone pitcing(any thickness) including cost of stone.

Providing nad laying in position Plan cement concrete specified grade including curing but excluding the cost of centering and shuttering.all work up to plinth level with ratio( 1:4:8) stone aggregate 40mm nominal size including cost of bond brick in 1:6

Random Rubble Masonary with nallah stone in foundation and plinth, including cost of bond stone in 1:6

Providing nad laying in position Plan cement concrete specified grade including curing but excluding the cost of centering and shuttering.all work up to plinth level with ratio( 1:2:4) stone aggregate 20mm nominal size including cost of bond brick in 1:6

Steel work welded in built up section/framed work including cutting,hoisting,fixing in position and applying primer coat of approved steel primer using structural steel etc as required in grating,frames, guard bar,ladders,railing,bracket,gates & similar works.

Centering and shuttering including strutting propping etc. and removal of form work for foundation.

12 mm thick cement plaster on the rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:4 (1 cement: 4 fine sand). including cost and carriage of all material from source to site of work.

carragr og meterial by mechanical means icludig loading,unloading and stacking.cement and steel(avd lead 180 KM)

SAND (AVG LEAD 20KM)

Stone aggregate 20 mm nominal size(avr lead 20KM)

soling stone. (2km)

Design, Supply and installation testing and commissioning of 10 HP dual solar submersible pump, (Grundfos or equivalent parameter specification and Properties) discharge of 5 LPS and hgead of 96 Mtr .Nominal operating cell temperature (NOCT : 45+/- 20 C), Temperature Co-efficient at NOCT (-0.286 to 0- 4), Maximium power at NOCT, Maximium power at STC, Performance Ration (79% to 82%),Module Efficiency (21 or more), Required system peak output power (with module orientation-south ) 400Wp or above, Capacity per module, Type of Module (Nano perc) Nmber of cels in each module (as per provide)., Certification Standards (Compliance as per specifications), Number of modules (as per provider), IP rating for Module (IP 67), Weight (Kg) and size (LXHXWmm) of each module (as per provider), IP rating for VFD and DB (IP 54 with additional encloseure/ IP 65), Solar Cell Material (Mono perc), Percentage of depreciaition in performance (as per provder) Minimum ower generation )(____)KWh/sq.M/Dy, Product Warranty (Vendor to declare), PV Module (Minimum 12 years), VFD