Const of Solar Water Pump near Thakur Para at Hassan

[ Page-1, It No. -2.(a)] /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 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete(a)Depth of excavation not exceeding 1,500 mm.

Item No.-1[Page-1, It No. -3.(a)]/Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation

Item No.-4[Page-2, It No. -4.(a)(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)

[ Page-14, It No. -01]/Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

PAGE-34 & 35;ITEM-22(II)(a)(II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety.In ground floor (a) 1:3:6 proportion

[P-26, It.-10.(i)]/Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.i)Pakur Variety.

[P-44, It.-40]/Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction (a) For works in foundation and upto roof of ground floor/upto 4 m(i) Tor steel/Mild Steel II. Other than SAIL/TATA/RINL

[P-43, It.-36]/Hire and labour charges for shuttering with centering and 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 staging in foundation

[P-42, It.-36]/(a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-in-charge.

( P-15, It.-7.)/Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth

( P-16, It.-16.)/125mm. thick Brick work with 1st. class bricks in cement mortar(4:1) in ground floor ( P-16, It.-16.)

PAGE-189;ITEM-1/ 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] i) with (6:1) cement mortor. c) 15 mm thick plaster

[ Page-64, It No. -35-B (a)-i]/Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key,stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout aterials etc. A) Floor. With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m (b) Area of each tile above 0.09 Sq.m (ii) Other than Coloured decorative including white

(B) WALL With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative

PAGE-192;ITEM-15 /Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

PAGE-194;ITEM-1/ Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.: In Ground floor: (c) Two coats.

Submersible pump (Sanitary Items) with Solar PAGE-49:ITEM-1(C)/ 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.(c) For depth upto 150 metre for 40 mm dia. Tube well with top enlargement of 80 mm dia.

Submersible pump (Sanitary Items) with Solar PAGE-49:ITEM-1(C)/ 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.(c) For depth upto 150 metre for 40 mm dia. Tube well with top enlargement of 80 mm dia.ii)40 mm dia boring etc.

PAGE-52:ITEM-6(i)/ Supplying high density polythene strainer of approved make with adopter conforming to I.S.12818 specifications. i)40mm dia

PAGE-13:ITEM-19(iii)/ 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). 40 mm dia

PAGE-14:ITEM-19(iii ) 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). 80 mm dia LM

PAGE-54:ITEM-18/Supplying, fitting and fixing G.I. cap at top (i)100 mm dia

PAGE-55:ITEM-24/Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete. Note: Initial 6 m. of Annular space between the housing pipe and the bore should not be shrouded with Pea size gravel to avoid contamination with surface water.

PAGE-37:ITEM-6(c)/ Supplying P.V.C. water storage tank (1000ltr) of approved quality with closed top with lid (Black) - Multilayer

PAGE-12:ITEM-19(I)/Supplying, fitting and fixing PVC pipes 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 with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) (a) For Exposed Work PVC Pipes, i)25mm dia boring etc.

PAGE-12:ITEM-19(I)/Supplying, fitting and fixing PVC pipes 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 with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) (a) For Exposed Work PVC Pipes, ii)20 mm dia

PAGE-7:ITEM-8 (a)/Supplying, fitting and fixing push cock of heavy quality and of approved make and brand. (a) Cast iron (i) 15 mm

PAGE-35:ITEM-2(Z)/ Compact Ball Valve with SS Handle For CPVC/ UPVC Fittings. (As per ASTM D 2467, Schedule 80) 25 mm dia.

PAGE-18:ITEM-19(iii )(L)/ Reducing socket 80mm X 40mm dia

Sypply and Installation of 7 STAGE UV PURIFIER SYSTEM (MODEL:- WAMAX,CAPACITY 300 LPH). Specification :- UV SYSTEM , [ 1. Body Type - SS Box Pipe & MS stand 29"x20'',2.Pre Filter-02 Nos 20" x 2.5" 5 Micron PP Filter, 3. Filter- GAC-01 Nos CTO-02 Nos, 4 Nos Duel Media Filter- Sand andActive Carbon, 5. Vessel Size 8"x44" -01 nos, 6. UV system- 300 LPH 1 pcs,UV Make- Alfa, Flow- 300 LPH)(Quatation Rate)

Supplying fitting fixing CRI Submersible Pump 1 HP 10 stage Pump, 65Meter head with Solar Pump Controller ( 250 watte solar charge controller, Voltage : 220 AC etc. approved brand as per EIC. LM

Solar Panel 250 Wp (250*4) approved Brand (25 Years) LM

On-Off Auto Censer Device LM

Cable with Others (Mcb, Jack, Lace) LM

Supplying fitting fixing 6mm 2 Core aluminium wire for Submersible Pump RATE TAKEN FROM LM

Installation charge Solar LM

Steel Bood 6'6" X 2'6"

Mounting GI Structure. LM

Additional cost for connection & Wooden Box with Key fittings. LS

Steel Display Board, Marble Name Plate with 3 Nos. Photo, Solar Electricity Connection Charges & Water Test Report