Tender For Sub Marshal Rafik House At Ashutola Southa Under Kahala G.P. - (ITEM NO-2 (a) ,PAGE NO-1) Earthwork in excavation in foundation trenches or drain in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading & stacking the spoil 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 of water as required complete (ITEM NO-3(a) ,PAGE NO-1) Earthwork 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. a) with earth obtained from excavation of foundation. (ITEM NO-1,PAGE NO-14) Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand (ITEM NO-B 1 (i) ,PAGE NO-23) Cement concrete with graded stone chips (ITEM NO-(16) ,PAGE NO-16) 125 mm thick Brick work with 1st class bricks in cement mortar (1:4) (ITEM NO-10 (iii) ,PAGE NO-26) 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.(iii) Rajmahal (ITEM NO-36(a) & (f) ,PAGE NO-42) 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) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge. In ground floor. (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge (ITEM NO-40(a)(II) ,PAGE NO-44) 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. (ii) Other than SAIL/ TATA/RINL (ITEM NO-1(ii) (c) ,PAGE NO-189) 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 ). (ITEM NO-1(i) (c) ,PAGE NO-189) 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). (ITEM NO-15 ,PAGE NO-192) Neat cement punning about 1.5 mm thick in wall, dado, window sill,floor etc. (ITEM NO-15 ,PAGE NO-192)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 ecessary or by synthetic adhesive & grout materials etc. ...(B) Wall Rs.743.00 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 ( PWD S & P ITEM NO-1 (c) i & ii ,PAGE NO-49) 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 (ITEM NO-5 (i) ,PAGE NO-52) Supplying high density polythene strainer of approved make with adapter conforming to I.S. specifications. (ii) 40 mm dia. (ITEM NO-19(III) (A), PAGE NO-13) Supply of PVC pipes & fittings (medium duty ) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). 40 mm dia medium quality (ITEM NO-19(III) (L), PAGE NO-18) Supplying ,fitting and fixing of Reducing Socket (100 mm X 50 mm) (ITEM NO-9 (i), PAGE NO-53) Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets.(i) 40 mm dia. (ITEM NO-19(I) (a) , PAGE NO-12) Supplying, fitting and fixing PVC pipes of approved make of (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. 32 mm dia.medium quality (a) For Exposed Work PVC Pipes (ITEM NO-24, PAGE NO-55) 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 (ITEM NO-11(iv) , PAGE NO-53) Supplying fitting and fixing check valve ( vertical )G.M. tested to 21 kg per sq.cm 32 mm dia (ITEM NO-7(i) , PAGE NO-6) Supplying, fitting and fixing Polythene Bib Cock / Stop Cock with plastic inlet (EMCO / ATLAS or (i) 15 mm Supplying fitting & fixing Solar Item including with 1HP sub marsible pump ,main switch and other necessary item as per decision & direction of Engineer-In-Charge. (Non Schedule Item) (ITEM NO-6, PAGE NO-37) Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (1000 Lt) Digging earth inany soil includingmixed soil but excluding moorum, lateritesand stoneoranyotherhardstone including spreadingorstackingthespoilswithinaleadof75metresas directed bailing out water upto 1metre depth, shoring etc, whenandif requiredandback fillingwithfinesand(including cost of sand) on completion of steining works. A) R.C.C. Ring Well i)1.2metrediameterofdiggingfor0.9metreinternaldiameter of well ring R.C.C.well ringmadewithcementconcrete1:1.5:3withstone chipsand0.80%reinforcement (includingthecostofshuttering andreinforcement)castat site fittedandfixedinpositionafter propercuringtrue toplumbinthewell includingjointing with cement mortar 1:2 complete as per direction. Material testing display board
