21 of 2025-26, Sl. No. 04

Installation of 900 watt peak capacity Solar photovalaltic array panels along with 1.00 H.P. capacity DUAL USE & DUAL POWER (Solar electric power operated) submercsible pump set in hand pump tube well including supply of all necessary materials viz. storage tank of raw & clear water required dia. column pipes etc. as specified of approved quality, labour etc. with all allied works.

Erection of Pre-Fabricated M.S. Steel structure of 3.00 mtr height above G.L. resting of 5000 ltr. Capacity H.D.P.E. raw water storage tank and clean water tank of 2000 ltr. capacity with MS ladder/ railing and and painting with appropriate weather coats including construction of R.C.C. foundation and all allied works.

Installation of Solar Photovoltic array panels either grouted on ground with MS structure with construction concrete or integrated with the staging steel structure of water tank. The solar pannels will then be connected to the pump controller which in turn will be connected to the pump as well as the level indicator.

Installation of a 1 nos. 5000 liter and 1 nos 2000 liter Capacity layer HOP storage tank with closed top with lid including staging punching of required nos of holes fixing etc.

Laying kislng main, delivery main, over flow, wash out pipe line with supplying fixing UPVC pipes of approved make (Medium) conforming to ASTMD 1785 schedule- 20 and threaded to match with G.L. pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc

Erection of Steel fencing (100 sq ft) by fitting fixing MS Angle column and grouted it with cement concreting and fixing the 100x100x5 mm Mesh/ Net on the Column 23,400.00 angle including a gate with lock & key arrangement.

construction of 3 mtr x 3 mtr platform including earthwork with brickwork with sand cement morter and plastering with neat cement finish complete in all respect including materials and labour as per requirement.

Transportation 2nd carriage for transportation of all materials related with the pre work at working site by any means of by manual labour time to time including head lead cue to inaccessibility of site it required with specific prior permission from the EIC.

UV sterilizing system with stainless steel radiation chamber, lamp life remaining digital display and lamp failure alert capable of running from DC source with Charge Controller, Battery etc all housed in an MS Box.

Oxidation Vessel (350 dia x 1200 mm ht MS Vessel painted outside and inside with food grade epoxy) PVC strainer, Media- Gravels, Green Sand and MnO2

Pre-filter (Iron Filter) (350 dia. X 1200 mm) ht MS Vessel painted outside & inside with food grade epoxy) PVC strainer, Media- Filter Sand, Gravels

Carbon filter (350 dia x 1200 mm ht MS Vessel painted outside and inside with food grade epoxy) PVC strainer, Activated Carbon, Gravels and Sand.

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 50 mm gap in between the outside of the tubewell pipe and the bore. (d) For depth upto 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia. (i) 50 mm dia. boring etc. top enlagement of 100 mm dia.

-Do- (ii) 100 mm dia. boring etc. top enlargement

Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). (A) PVC Pipes (Dia) 50 mm dia

-Do- 100 mm dia

-Do- 32 mm dia

Supplying high density polythene strainer of approved make with adapter conforming to IS specification

Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets. (i) 50 mm dia.

Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). (L) Reducing Socket (mm X mm) 100 X 50

Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. 15 mm dia

-Do- 20 mm dia

-Do- 25 mm dia

-Do- 32 mm dia

Supplying, fitting and fixing bib cock or stop cock. (e) PTMT (Polytetra Bib Cock / Stop Cock ( Prayag or equivalent) 15 mm

Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction.

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 conc (1:1.5:3) with stone chips 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 labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia. (Other than SAIL/TATA/RINL