Improvement/Augmentation of WSS Own Khadri from LWSS Panjahal 1st stage in Tehsil Nahan Distt. Sirmour HP

Amount

Excavation in foundation trenches etc . in earth work in all kinds of soil containing spade work, blasting work, jumper work including decomposed soft and hard rock etc. with all lifts stacking the excavated soil not mote than 3 m trs clear from the edge of the excavation and then returning the stacked soil in 15cm layer when required into plinth side of watering and then disposing of all surplus excavated earth with in all leads, lifts foundation etc. consolidating each deposited layer by ramming and complete in all respects and as directed by the Engineer Incharge.

Providing and laying cement concrete 1:4:8 (1cement:4app.sand:8app. graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and laying cement concrete 1:1 ½:3(1cement:1½app.sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..

in wall(any thickness not less than 0.1m thickness)

in Suspended Floor, roof landing shelves and cantilever 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 centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in, including all leads, lifts for insitu-reinforced concrete and plain concrete work in, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

a)Flat surface such as soffits of suspended floors, roofs,landings and the like floors etc.in all thickness.

b)Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses,plinth and string sources and the like.

c) Edges of slab and breaks in floor and wall under 200 cm wide

Providing tor steel reinforcement for RCC work including banding, binding and placing in polsition complete upto floor two lelvel including all leads, and carriage of material at site and as directed by the Engineer Incharge.including cost of binding wires.

Providing and laying RCC work 1:2:4(1cement:2 sand:4graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for RCC work in suspended floors,roofs etc. including entire carriage of material upto all leads and lifts.

in wall(any thickness not less than 0.1m thickness)

Soil stone filling dry hand packed under flooring hard stone , including cost of material and carriage of material at site and as directed by the Engineer Incharge.

Cement concrete flooring 1:2:4(1cement :2app sand:4app graded stone aggregate 20mm nominal size ) laid in one layer finished with a floating coat of neat cement 40mm thick including all leads,lifts and carrige of material at site and as directed by the Engineer Incharge.

Supplying and fixing MS ( man holes cover )with locking arrangement for frame of internal dimension 455x610 mm rectangular MS cover ( light duty) single seat the weight of cover to be not less 23 KG, I/c allleads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Steel work welded in built up sections and framed work including cutting,hoisting,fixing in position and applying a priming coat of red lead paint. (a) In gratings, framed guard, bars, ladders, raillings, brackets and similar works including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and welding MS Sheet with GI pipe for hydrant post including cutting,hoisting,fixing in position and applying a priming coat of red lead paint. including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and fixing GMS pipe for scour pipe, outlet pipe , including all leads, lifts and carriage of material at site and as directed by tbe Engineer Incharge.

15mm dia ( For connection

50 mm dia ( Outlet and over flow

80 mm dia ( For stand post

Supply & fixing Kartar/Leader make cast iron sluice valve with up to date ammendments for delivery line in pump .The class of valve shall be C.I. PN 1.6.

Providing and fixing Brass bib Tap superior quality of reputed firm including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Excavation in drains and channels etc.in earth work for pipes up to all depths in all classification of earthwork such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft / hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming & dressing of sides, leveling of beds to correct grade including shoring/struting, planking, timbering & dewatering wherever required stacking the useable/unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unuseable material as directed with in all leads & lifts including restoration of un-metalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with-in all leads & lifts as per directions of the Engineer Incharge.

Laying , jointing, testing & commissioning in trenches following dia socketted galvanised mild steel tube of various dia of grade as under confirming to BIS 1239-(Part-1)-1990 or latest with up to date ammendments, capable of with standing required test pressure as BIS code, in randum lengths of 5.5 to 6.5 mtr. The pipe ends shall be socketted , tees, bends manufactured from parent pipe etc and cutting of pipes whereever required as per stie requirement as per site conditions i/c carriage in all leads & lifts and as directed by Engineer-Incharge. (Earth work shall be measured paid for seperately).

20 mm. Dia

25 mm. Dia

Dismentalling of exisint distribution lines including stacking of serviceable pipes and unserviceable pipes in seperately (earth work to be measured and paid for seperately) including all leads, lifts and carriage of material at site and as directed by tbe Engineer Incharge.

Relaying and jointing GMS pipes (Light grade) of following dia and class in trenches ( earth work to be measured and paid for seperately ) , including all leads, lifts and carriage of material complete and as directed by the Engineer Incharge.

Providing and fixing brass full way valves with wheel of approved make and relevent ISS complete in all respects including of all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

20 mm. Dia

25 mm. Dia

Providing and laying cement concrete 1:6:12 (1cement: 6app.sand: 12 app. graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Square rubble masonary coursed with hard stone of approved quality in foundtion and plinth including racking out joints in cement mortar 1:6 (1cement :6sand) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and laying damp proof course 38 mm thick with cement concrete 1:2:4(1cement:2sand :4graded stone aggregate 12.5mm nominal size_) & curing complete.including entire carriage of material upto all leads and lifts and carriage of material at site and as directed by the Engineer Incharge.

Applying a coat of hot bitumen (Maxphalt 80/100 or equivalent)using 1.70m kg/sq. mtr. On damp proof course after cleaning the surface with a piece of cloth lightly soaked with kerosene oil.including entire carriage of materil uopto all leads and lifts. and carriage of material at site and as directed by the Engineer Incharge.

2nd class brick work using common burnt clay building bricks in superstructure in cement mortar 1:6(1cement:6sand)including entire carriage of material upto all leads and lifts. and carriage of material at site and as directed by the Engineer Incharge.

20mm cement plaster in single coat on rough side of brick stone masonary for interier plastering upto floors two level including arrisis ,internal rounded angle ,chamfers and rounded angles not exceeding 80mm in girth and finished even and smooth in cement morter 1:6(1cement:6app sand) including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

6mm cement plaster to ceiling in cement morter 1:3( 1cement:3app sand) including all leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing wood work in frames of door, window, clearestory window and other frames wrought,framed and fixed in position with sal wood in all leads & lifts. and carrige of material at site and as directed by the Engineer Incharge.

Providing and fixing panelled and glazed shutter for doors, window and clearstory window including bright finished /black enamlled iron butt with necessary screw 40mm thick 2nd class d/ wood including all leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

Applying priming two coats of wood preservative on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil , grease, dirt and other forign matter sand papering and knotting including all leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

Painting two coats (excluding priming coat) on new wood based surfece with enamal paint to give an even shade including cleaning the surface of all dirt dust and other foreiign matter , sand papering and stoping with paint other then white , leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

White washing with lime on undecorated wall surface (two coat) to give an even shade including thourghly brooming the surface to remove all dirt ,dust morter dirts and other foreign matter including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing and fixing M.S round or square bars at required spacing in wooden frames of wooden and clearstory window ,including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Prviding 40x3mm flate iron hold fast 40mm long including fixing to frame with 10mm dia mtrs bolts nuts and wooden plug and wooden plug and embending in cement concrete block 30x10x15mm 1:3:6(1cement:3app sand:6app graded stone 3agg. 20mm nominal size.including all leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing and fixing M.S tower bolts (barel type) with necssary screw etc. complete 200x10mm including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing and fixing M.S sliding door bolts with nut and screw etc. complete 200x16mm including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing and fixing M.S. handles with necessary screws etc. complete including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing and fixing M.S hooks and eyes 100mm including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing under layer for plinth protectatin of 75mm thich (Un consolidated) bed of dry brick stone 40mm nominal size well rammed and consolidating and grouted with fine sand including preparation of ground including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing plinth protection 50mm in cement concrete 1:3:6(1cement :3app sand:6app graded sotne agg. 20mm nominal size) including finishing the top surfece of concrete smooth including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

C/O random rubble masonary open surface drain 150mm width with hard stone of approved quility in cement morter 1:6(1cement:6app sand) including earth work 100mm bed concrete 1:5:10 (1cement:5ap sand :10app graded stone agg. 40mm nominal size) and curing complete zand 25mm cement plaster 1:3(1cement :3app sand) including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing and fixing Mild steel celling fan light Pivote complete in all respect and as directed by the Engineer Incharge.

Providing and fixing PVC Pipe 80 mm dia from P or s trap to septic tank & vent. in septic tank including all leads ,lifts and carrige of material at as directed by the Engineer Incharge.

Providing and fixing steel trap P &S Trap (PVC) including all leads ,lifts and carrige of material at site and as of material at site and asdirected by the Engineer Incharge.

Providing and fixing W/C toilet sheet with CP Brass hings (white) including all leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing and fixing vent pipes & fittings single socked pipe 50 mm dia (1.83 mtr. Long) including all leads ,lifts and carrige of material at site and asdirected by the Engineer Incharge.

Cutting in earth work and disposing of excavated earth upto a lead of mtrers including all leads material at site and as directed bythe Engineer Incharge .

Providing and laying cement concrete 1:5:10 (1cement:5app.sand: 10app.graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/ breast walls, the size of plums shall usually be 150mm to 300mm as per I&PH specification,including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Chaman Lal Contractor

Deepak Kumar Contractor