Tender For Sinking Of Deep Tubewell With Solar Pump And Water Storage Tank Near The House Of Babua Adhikary At Barman Para, Siddheswari Under Baneswar G.P. Fund: 5Th Sfc (24-25) Sl. No. Item Description 1 Earth Work In Excavation Of Foundation Trenc, Coochbehar-West Bengal

tender for Sinking of Deep Tubewell with Solar pump and Water Storage Tank near the house of Babua Adhikary at Barman Para, Siddheswari under Baneswar G.P. Fund: 5th SFC (24-25) Sl. No. Item Description 1 Earth work in excavation of foundation trenches drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) includingremoving spreading ----etc.-----etc.—as required complete. A)Depth of foundation not exceeding 1.50 m. 2 Earth work in filling in foundation trenchesor plinthwith good earth in layers not exceeding 150mm including watering and ramming etc. layer by layer omplete. 3 Filling in foundation or plinth by fine sand in layers not exceeding 150 mm includingwatering and ramming etc. layer by layer complete. 4 Single layer brick flat soling of picked jhama bricksincluding ramming and dressing bed to proper level and filling joints with powderedearth or local sand 5 Cement concrete with 30mm down graded stone shingle excluding shuttering in ground floor.(i) 6:3:1Proportion 6 Ordinarycement concretewith grade River Bazree(1:2.4) (20mm size) excluding shuttering and reinforcement .if any ,in ground floor. By River bazree 7 Brick work with 1st class bricks in cement mortar (1:4)(a) In foundation and plinth 8 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. 9 Ordinarycement concretewith grade River Bazree(1:1.5:3) (20mm size) excluding shuttering and reinforcement .if any ,in ground floor. By River bazree 10 Reinforcement for reinforced concrete work in all sorts of structure including distribution bars, stirrups,binders etc. including supply of rods etc.----------etc. complete as per drawing and direction.Other than TATA/SAIL/RNTL 11 Hire and labour charges for shuttering with centeringand necessary stagingupto 4 m using approved stoutprops and thick hard wood planks of approved thickness etc-------------etc. after completion of works.25 mm to 30mm thick wooden shuttering upto P.L (a) GROUND FLOOR 12 (b) Above pl up to roof gf 13 Plaster (to wall, floor, ceiling etc.) with sand andcement mortar including rounding off or chamferingcorners as directed and raking out joints etc.-----etc. complete where necessary.(ground floor).(b)10 mm thick plaster in out side (4:1) G.F 14 (b)15 mm thick plaster in out side (6:1) G.F 15 Supplying & fitting Fixing 1st quality Ceramic tile in Wall & floor to match with the existing work & 4 nos key stone(a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative 16 Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging ,curing and roughening of concrete surface complete. Area of each Granite slab > 0.6 upto 1.0 square metre. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] 17 Supplying& laying 20 mm designer chequered tiles of any shade and of approved quality as per IS: 1237: 1980 laid in patterns as directed in pavement, footpath including necessary underlay 25 mm thick average cement mortar (1:3) complete in all respect with all labour and materials [using cement slurry @ 4.4 kg/Sq.m at back side of tiles. Cement of mortar & slurry will be supplied by the Department. Border concrete if necessary to be paid separately]. 18 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.(a) For100 mm dia 19 (b) For80 mm dia 20 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. (Payment will be made on the centre line measurement of the total pipe lineincluding all specials No separate payment will be made for accessories, specials.) (a) For 80 mm dia 21 (b) 100 mm dia 22 ( c)25 mm dia 23 Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications. 80 MM DIA 24 PTMT (Polytetra Bib Cock / Stop Cock ( Prayag or equivalent) 25 Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer 1000 lt capacity 26 Construction of circular soak well by coc ring (900x450x75) 5 pice with fixing complete 27 Chemical and Biological testing of Water sample from GOVT. approved Lab. 28 Supply & installation of solar submersible pump as follows)1 H.P. solar submersible pump 1 nosi) 1 H.P. MPPT pump controller -1 nosiii)300w (144 cell) solar panel pv- 3 nosiv) cable & Accesorriesv) Pipes & fitting { Makes- Amrut, Havells, Crompton) 29 Providing & fixing Sign Board 30 G.S.T @ 18% 31 L.W.C @ 1%

INR 2000 /-

INR 6974.0 /-

INR 3.48 Lakhs /-

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