Installation of Solar Submersible

Labour for boring of tube well of reqd. 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 pipes etc. and fitting & fixing the same including bucket washing and other incidental works in this connection. The tube well should have a minimum 50 mm gap in between the outside of the tube well pipe and bore.

(a) For depth upto 150 metre.

(i) 80 mm dia. boring etc.

(ii) 125 mm dia. boring etc.

Supply of PVC pipes & fittings (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) - 125 X 80

Supply of G.I. pipes of TATA make including necessary sockets

(j) 125 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)

(A) PVC pipes

80 mm dia

125 mm dia

Housing clamp of M.S. plate of 25mm. width and 20 mm. thick with arms extended on both sides upto 0.30 m. length (each side) with two drilled holes on both sides for insention of total 4 Nos. M.S. nuts & bolts of 75 x 20 mm. dia. size with M.S. washers etc. complete.

(a) 125 mm. dia.

Supplying, fiting and fixing steel plug cutter piece upto 450 mm long with socket .

(iii) 75 mm dia.

Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications.

(iii) 80 mm dia.

Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required

Packing the annular space between the outside of the tube-well pipes and strains and the bore with per size washed gravell of approved quality having size from 2 mm to 5 mm or the size approved by E.I.C. including the cost of all materials and equipment complete.

Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer

c) 2000 litre capacity

Labour for hoisting plastic water storage tank

(ii) Above 1500 litre upto 5000 litre capacity

(a) Upto 1st story from G.L.

Labour for punching hole in plastic water storage tank upto 50 mm dia.

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

15 mm dia

20 mm dia

32 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)

(A) PVC pipes

32 mm dia

Supplying, fitting and fixing bib cock or stop cock

(e) PTMT (Polytetra Bib Cock / Stop Cock ( Prayag or equivalent)

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 bottam, bailing out water as required complete

a) Depth of excavation not exceeding 1.5 m

Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by through saturation with water ramming complete including the cost of supply of sand.

Single layer brick flat soling of picket jhama bricks including ramming & dressing bed to proper level and filling joints with powered earth or local sand.

I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)

In ground floor

A) [Pakur Variety]

a) 1:3:6 proportion

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.

a) Pakur variety

Hire & labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thichness with required bracing for concrete slabs, beams and columns, lintels covered or straight including fitting fixing and striking out after completion of works (upto roof of ground floor).

(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge

Reinforcement for Reinforcement concete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rod, initial straightening and removal of loose rust (if necessary), cutting to reuisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black ennaled wire at every intersection complete as per drawing & direction .

a) For works in foundation, basement and upto of ground floor/upto 4 m

i) Tor steel/Mild steel

II. JSW/JSPL/SHYAM/SRMB/BMASL/ELECROSTEEL/SSL

Brick work with 1st class bricks in cement mortar (1:6)

a) In foundation & plinth

Plaster (to wall, floor, ceiling etc.) with sand and cement morter including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary

ii) (c) 10 mm thick plaster with cement morter (1:4)

i) (c) 15 mm thick plaster with cement morter (1:6)

Neat cenent punning about 1.5 mm thick in wall, dado, window, sills, floor,drain etc

Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.

In Ground floor (Two Coat)

b) Premium 100% Acrylic Emulsion

Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor)

I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment.

(B) Light Colour

Supplying, fitting & fixing best quality digital printed Ceramic tiles in coloured decorative on walls and floors to match with the existing work & 4 nos. key stones (10mm) fixed with adhesive 4.5 mm thick 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 materials etc. With polymerised adhesive and epoxy grout pointing including spacer - 2mm (When tiles are laid over existing hard ready surface) all complete as per direction of Engineer-in-charge.

Solar moudile supply Transport & installation complete 1300 WP with 30 WP SVP Panel

M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.

I) For structural members of specified sections weighing less than 22.5 Kg./m

Power control unit including MPPT for 1 HP capacity submesible motor set

Supply and instalation of 80 mm bore well 1 HP Submesible pump including necessary cable as per direction of EIC

Eathing with 50mm dia. GI pipe 3.64 mm thick x 3.040mts long and 4 SWG GI TATA medium GI pipe

Lighting protection polo mounted lighting arrester with 3" x 1.5 G.I pipe upto depth of 3.65 Mts

Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)

Hire charge of electrical professonal (3% of item 1 to 73)