C/o Sale Counter Cum Display Counter at Ban Making Unit GP Ghewat Behar, Dev. Block Amb Distt. Una H.P.

Amount

Clearing jungles uprooting brush wood upto a girth of .3 mtrs below GL .

Cutting in earth work and disposal of all excavted earth upto a lead of 20 mtrs and lift 1.5 mtrs .

Excavation in foundations, trenches etc., in earth work,in all kinds of soil , stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Filling in plinth with sand under floors including watering, ramming,consolidating and dressing complete and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

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, shuutering, 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 & plain concrete work in and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Foundation, footings basis of columns etc. and mass concrete.

Beams, cantilever, girders and lintels Sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1 Mtr. in depth in all heights from floor.

Columns, pillars, posts and struts Square, rectangular or polygonal in plan

Providing and laying cement concrete 1:6:12(one cement : six sand : twelve graded/crushed stone aggregate 40mm (Forty milimetres) nominal size) mechanically mixed and curing complete, excluding cost of form work in foundation and plinth, and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Providing and laying cement concrete 1:4:8(one cement : four sand : eight graded/crushed stone aggregate 40mm (Forty milimetres) nominal size) mechanically mixed and curing complete, excluding cost of form work in foundation and plinth, and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Providing and laying cement concrete work 1:1.5:3 (1 Cement:1.5: Sand:3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Foundations,footings bases of columns and the like and mass concrete.

Suspended Floor roofs, landing and shelves and their support balconies,beams,girders,bressumers and contilever upto floor twolevel

Columns, pillars posts and struts upto floor two level.

Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Brick work using common burnt clay building bricks in superstructure in Cement Mortar 1:6 (1 Cement : 6 Sand) Second Class Bricks and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Half brick masonry in common burnt clay building bricks in superstructure in Cement Mortar 1:4 (1 cement: 4 sand) Second Class Bricks and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Providing second class Sal wood work in frames of doors, windows, clerestory, windows and other frames wrought,framed and fixed in position and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

15mm Cement plaster in single coat on the rough side of brick/ concrete/stone walls for interior plastering upto floor two level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortor 1:6 (one cement: six sand). and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Steel work welded in built up sections,trusses and framed work,including cutting ,hoisting ,fixing in position and applying a priming coat of red lead paint. In beams joists channels ,angles , tee ,flats with connecting plates or angle cleats as in main and cross beams,hip and jack rafters,purlins connected to common rafters and the like. and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etc. complete and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Providing and fixing aluminium tower bolts (berrel type) anodized trans parent or dyed to required shade and colour with screws etc. complete and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Providing and fixing aluminium handles anodized transparent or dyed to required colour & shade with necessary screws etc. complete and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Providing and fixing wire gauge shutters using galavanised M.S. wire gauge of I.S. gauge designation 85-G with wire of dia 0.56mm for doors windows and clerestory windows including bright finished black enamelled iron hinges with necessary screws 40mm thick second class deodar wood and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Supplying and fixing 4mm thick plain glass panes with putty and nails including removal of broken glass panes wherever necessary and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

25 mm thick Kota stone slab flooring 20 mm (average) thick base of cement mortor 1:4 (1 cement :4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab. Including rubbing and polishing complete

Providing and laying 10mm. thick acid proof tiles of size upto 600 x 600mm. of specified shade in floors, treads of steps and landing laid on a bed of 12mm. thick cement mortar 1:3(1 cement: 3 sand) jointing with cement slurry mixed with pigment to match the shade of tiles and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

White glazed tiles 6 mm thick in skirting risers of steps and dado 12 mm thick cement mortar 1:3 (1 cement :3 sand) and jointed with cement slurry and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Providing and fixing 0.60mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers complete with all accesoriees as required as per the direction of Engineer-in-charge.

Providing and fixing ridges or hips 60 cm overall with 0.60mm thick prepainted steel sheets in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia & prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer in Charges.

Providing and fixing on wall face PVC (D-Plast) rain water pipes of working pressure not less than 4.5 kg /sqm including filling the joints with approved adhesive complete 100mm dia pipeswithin all leads and lifts of matirials and other incidentals as per approved drawing and desigen and as directed by the Engineer -in-charge.

Providing and fixing M.S. BP Sheet 1.66mm to 2mm thick in eaves board/facia/soffits/ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-charge (Base members of steel work shall be measured & paid separtely) and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Applying priming coat over new wood and wood based surfaces after and including prepering the surface by thoroughly cleaning oil,grease,dirt and other foreign matter) sand papering and knotting readymixed paint brushing wood primer pink and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Painting two coats(excluding coat) on new wood and wood based surface with enamel paint to give an even shade including cleaning the surface of dirt,dust and other foreign matter,sand papering & stoping with enamel paint other than white and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Applying Birla white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete including carriage of material with in all leads and lifts.

Applying one coat of AcrylicWashable emulsion Spectrum quartz king or equivalent finish for interior painting with brushes plain smooth finish composed of acrylic polymere in emulsion inorganic/special pigment siliceous aggregate anti fungicides anti-rusting & foaming in two coat i/c necessary putty to give smooth even surface, sand papered smooth complete and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Providing under layer of plinth protection 75mm (Seventy five milimetres) thick (Un-consolidating) bed of dry brick stone aggregate 40mm (Forty milimetres) nominal size well rammed and consolidated and grouted with fine sand including preparation of ground. and as per direction of Engineer Incharge within all leads, lifts of materials and other incidentals.

Providing plinth protection 50mm (Fifty milimetres) thick cement concrete 1:3:6 (One cement: three sand : six graded)crushed stone aggregate 20mm (Twenty milimetres) nominal size including finishing the top surfaces of concrete smooth, within all leads, lifts of materials and other incidentals, as per approved drawing, design and as directed by the Engineer- Incharge.

Supplying and fixing rolling shutters of approoved made of 80x1.25 ms laths interlocked togather to their entire lenth and joined togather at the end by end lock mounted on special designed shaft with brackets side guides arrangments for inside and out side locking with push and pull operation complete with all assesries .

Vijay Kumar Kapatia