INSTALLATION OF SOLAR WATER PUMP WITH OVERHEAD TANK NEAR KUMAR MUNDAS HOUSE AT BHUBANGURI AT DHEMAL WITHIN HETMURI SINGHIJHORA GP. Scheme Id. No-APAS/01/027/117/0001, Job No-14

1000litre capacity TANK-1000 L supplying P.V.C, water storage tank of approved quality with closed top with lid (Green) - Multilayer.

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Labour for laying 150 mm to 200mm boulder soling including rough dressing hand packing and ramming down small pieces in the Interst ics wihout rolling but including ramming and preparing the bed to proper I evel and filling up all joints with sandy clay or earth. NB. This rat e only for Northern Circle, NBCC-1 & NBCC-

Hire and labour charges for shuttering with centeringand necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without stagingin foundation

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface], 15mm thick with CM (1:6),

Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe, etc. and fitting and fixing the same complete including bucket washing and other incidental works In the connection. The tube well should have a minimum 80 mm gap in between the outside of the tube well pipe and the bore. (d) For depth upto 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia.

G.I. PIPE WORKS AND FITTINGS:: Supply of PVC pipes & fittings Schedule 80 (medium duly) conforming to ASTMD -1785 and threaded to match with GI Pipes as per IS: 1239 (Part 1).

32 mm dia PVC (ASTMD)

25 mm dia PVC (ASTMD)

15 mm dia PVC (ASTMD)

TUBE WELL Supplying PVC strainer of approved make with adapter conforming to 1.S.12818 specifications.

Laying Rising main, delivery main, Over flow, wash out pipeline with supplying, fitting. fixing PVC pipes of approved make (Medium duty) conforming to ASTMD- 1785 schedule -80 and threaded to match with G.I. pipes as per IS: 1239 (Part-1) with all necessary accessorles, specials, viz. socket, bend, tee, union, cross, elbow, nipple, longs crew, reducing socket, reducing to, short piece etc. fitted with holder bat clamps including cutting pipes, making threads, fitting, ring etc. in all respect including cost of all necessary fittings as required, joiningmaterials and two coats of painting withapproved paint in any position above ground to feed the water nearest lo houses at least one habitation to get water through stand post and complete the all works asper drawing & direction of the U.C. (Suggested brand:- Supreme/ Oriplast Longlast).

Supplying, delivery & Erection of pre-fabricated M.S. Steel structure of 3.00 mtr. Height above G.L. for resting of 3000LITRE, capacity HDPE water storage tank of approved brand capable of extreme weather conditions including wind thrust up to 100 km/hour with fixing of necessary MS ladder / railing and painting with appropriate weather coats including all allied works as per approved drawing and direction of the E.I.C

Supply, delivery installation of 1000 watt peak capacity Solar Photovoltaic array panels (TATA/ Senza/Webel Solar/make) along with 1 H.P. capacity Solar Photovoltaic AC submersible pump set(designed to use withSolar Power) In the New existing bore-well/Tube wellof approved brand (Medini/Royal/CRI/make) having discharge capacity not less than 1000 Ltrs/hour at 40 metre head including supply of all necessary materials viz. required dia.column pipes etc. as specified of approved quality, labour etc with all allied works as per direction of site In charge/Engineer

Installation of pump riser pipes, connecting rods, brass cylinder etc if required Including supplying the required quantity spare parts of approv d quality andfitting thesame in position by engaging well mechanic & helper with necessary tools & plants after lowering ot Solar Photovoltaic submersible expert tube pump set.

Installation of Solar photovoltaic array TATA BP/Senza/ Webel Solar Panels on the structure standard & approved drawing which will grouted either ground based by construction of foundation concrete or integrated with the staging steel structure of water tank. The Solar Panels will then be connected to the Pump Controller which in turn willbe connected to the pump as well as the level indicator of the water-tank

Extra carrying charges for transportation of all materials related with the above work at working site by any means or by manual labour time to time including head load due to inaccessibility of site if required with specific prior permission from the EIC

Solar Iron Purifier Machine The water Purifier machine removes the Iron and other impurities from the water And also kills bacteria through a UV lamp. The entire power comes from solar energy And there is no battery storage. The solar Energy is stored in the form of pure water Which will be adequate for two days of back up.

Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of Inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement cone (1:1.5:3) with stonechips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type) of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of 1 abour and materials. With 250mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia. (Other than SAIL/TATA/RINL)

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