Providing LWSS Jahu in Tehsil Bhoranj

Amount

Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Providing and laying cement concrete work using M-10 1:3:6 (1 Cement :3 Sand : 6 graded stone aggregate 20mm nominal size and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts.

Providing and laying cement concrete M-30 not less then 1:1.5:3 (nominalo mix conc.) ( Design mix)and curing complete excluding cost of form work and reinfocement for reinforced concrete work in :

Foundation, footing, basis of columns and the like mass concrete.as per direction and to the entire satisfaction of Engineer-in-Charge.

Vertical surfaces such as walls(any thickness but not less than 0.10 mtrs. thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level in all leads and lifts.

Column, Pillars, posts & struts upto floor two level.

Lintels,beams gorders bressumers & cantilevers upto floor two level

Arches upto floor two level:

Suspended floors,roofs,landings.etc.upto floor two level

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor two level.

Foundation,footing,bases of columns etc.and mass concrete.

Flat surface such as soffits of suspended floors,roofs,landing and the like

Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses,plinth & string courses and the like. (a) Upto 4.00mtr.

Columns,pillars.posts & struts. (circular in plan)

Beams,cantilever,girders & lintels.Sides & soffits of beams,beam haunchings, catilevers, bressumers, & lintels not exceeding 1.00 mtr.depth in all ht.from floor.

Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtrs below supporting two level.

Providing mild or tor steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level Tor steel complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement :3Sand) complete in all respect within all leads & lifts.

Finishing wal with water proofing cemet paint of approved brand & manufacture & of reuqired shade on undecorated wall surfaces (Two coats) to give an even shade after thotoughly brushig the surface to remove all dirt and remains of loose powered material.

Providing & fixing 500 mm dia.SFRC man hole cover with frame and the weight of frame & cover should not be less than 100 kg complete in all respect within all leads & lifts.

Laying GMS/MS Pipes conforming to relevants BIS codes of below mentioned diameters fully jointed with MS Flanges of Table - 17 as per IS :6392 - 1971 excluding the cost of excavation in trenches complete in all respect within all leads & lifts.

80mm dia

Steel work welded in built up sections,trusses & framed work i/c cutting, hoisting,fixing in position & applying a priming coat of red paint.In grating,framed guard bars,ladders,railing,brackets & similar works.

Laying GMS Pipes conforming to IS 1239 - 1979 (Part-1) screwed & socketed joints (Light grade) excluding the cost of excavation in trenches

Providing & fixing CI sluice valve (with hand wheel) as per IS:780 - 1984 Class-I upto 300 mm dia i/c brass spindle & as per 2906 - 1984 Class II for diameters more than 300 mm complete with bolts,nuts,rubber insertion etc,(The tail pieces if required shall be measured & paid for separately)

80mm dia

Providing & fixing bends of required degrees made from parent tubes conforming to relevant codes fully flanged with MS Flange of Table - 5 conforming to IS: 6392 - 1971 complete in all respect within all leads & lifts.

80mm dia

Providing plinth protection 50 mm thick in cement concret 1:3:6 (1cement :3 sand: 6 graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts.

Providing under layers for plinth protection 75 mm thick (unconslidated) bed dry brick/stone aggregate 40 mm nominal size well rammed & grouted with fine sand i/c preparation of ground complete in all respect within all leads & lifts.

Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete. 600 x 600 x 750 mm inside size With 150 mm thick walls of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways

Providing & Fixing of below items required for OHSR complete :

Lightening Conductor

Water measurement gauge

Vent pipe i/c CI cowl complete

Flanged bell mouth a/w puddle collars

Expansion joints

Structural design & drawing

Soil testing report for Bearing capacity of soil.

manglesh thakur

verma traders