Solar powered MDTW I_Schemes in Majuli and Ujani Majuli Dev Block in Majuli District _8Pts_ under SOPD_2017_18 _Balance work of Solar part_under Jorhat Div I Jorhat

Amount

B) SOLAR PART:- (FOR 9 NOS. OF POINTS)

Installation of 8.0 KW off grid Solar Photovoltaic Power Plant for energizing the 7.5HP submersible pump set. Items Required:- i) SPV Module 8 KW (TATA OR equivalent ), ii) 7.5HP DC surface submersible solar water pump(Varuna/Oswal/Kirloskar), iii) SPCU(Solar Pump Controlar Unit) 8KW capacity (Varuna/ Oswal/Kirloskar), iv) Cable/Wire set, v) Module Mounting Structure, Vi)Earthing set, Vii) Accessories for Installation (All products are to be MNRE Govt. of India Approved).

Construction of base pillars for Solar Module Mounting Structure

Item No. 1 : Earth work in excavation fof foudation trenches including filling up sides of trenches and removal of spoils after completion of foundation , dressing, ramming, shoring etc. complete including bailing out water where necessary in ordinary soil.

Item No. 2 : Soling in foundation in floor at all level septic tank etc. including filling interstices ramming etc. complete as directed and as specified thickness i) 9cm brick on flat including sand packing.

Item No. 3 : CC Work in proportion 1:3:6 in foundation /abutment/ pier/wing walls etc. with hard broken stone aggregate of size 13 to 38 mm including curing with necessary shuttering , Scafolding etc. where necessary, complete as directed. (shuttering where necessary shall be measured and paid separately).

Item No. 4 : Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed.

Item No. 5 : Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).

Item No. 6 : RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirt wall etc. In proportion 1:1.5:3 with hard broken stone aggregate of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (shuttering, scaffolding cost will be paid separately). A) With hard broken stone aggregate size 6mm to 20mm with dewatering.

Item No. 7 : Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

Item No. 8 : Supply of 20mm dia bolts.