Construction of Car Parking at Bangala Colony Totu, Tehsil and Shimla

Amount

Cutting in earth work in mechanical means in all height and depths in all kinds of siols, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the engineer- in charge at site.according to the HPPWD. specification of 1990(one thousand nine hundred ninety) volume-1 (one) and sorting out useful and unuseful materials and transportation of the unuseful materials for disposing at dumping site (To be arranged by the contractor) as per satisfaction of Engineer- in - charge through all modes of transportation including head load animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required) All useful materials such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation as per the direction of the Engineer- in -charge. The recovery for stones, whether useful or not, for 68.83 Cubic Meter @ Rupee 300/= only ( Rupees.Three hundred) Per cubic meter shall be effected on pro rata basis in all cirumstances. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Excavation in foundation trenches etc. In earth work in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock ( where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and and directed by the engineer- in charge at site., according to the HPPWD. specification of 1990 ( one thousand nine hundred ninety) volume-1 (one) and sorting out useful and unuseful materials and transportation of the unuseful materials for disposing at dumping site (To be arranged by the contractor) as per satisfaction of Engineer- in - charge through all modes of transportation including head load animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required) The recovery for stones, whether useful or not, for 57.19 Cubic Meter @ Rupee 300/= only ( Rupees.Three hundred) Per cubic meter shall be effected on pro rata basis in all cirumstances. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with in all leads and lift as per drawing and MORD technical specifications cluse 1603.1. The recovery for stones, whether useful or not, for 102.32 Cubic Meter @ Rupee 300/= only ( Rupees.Three hundred) Per cubic meter shall be effected on pro rata basis in all cirumstances. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Providing form work with steel plates 3.15 (Three point One Five ) millimeters thick welded with angle iron in frame 30*30*5 (Thirty into Thirty into Five ) millimeters, so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden/steel battens and ballies in all heights of propping and centering below supporting floor to ceiling and removal of the same in-situ-reinforced concrete and plain concrete work including carriage of all labour equipments and materials to various location through all modes of transportation including carriage of materials within all leads and lifts and other incidental charges and as per the direction of Engineer-in-Charge

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

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. upto all floor level.

Suspended floors, roofs, landings, balconies and access platform. upto all floor level.

Lintels, beams, plinth beams, girders, bressumers and cantilevers. upto all floor level.

Columns, Pillars, Piers, Abutments, Posts and Struts. upto all floor level.

Stairs, (excluding landings) except spiral staircases

Edges of slabs and break in floors and walls :-

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) mechnical mixed and curing complete excluding cost of centring and shuttering in Foundation and plinth as required complete including carriage of all labour equipments and materials to various location through all modes of transportation within all leads, lifts and other incidential charges including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge

Providing and laying cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 gradedstone aggregate 40 mm nominal size) mechnical mixed and curing complete including cost of centring and shuttering in Foundation and plinthas required complete including carriage of all labour equipments and materials to various location through all modes of transportation within all leads, lifts and other incidential charges.

Providing laying cement concrete grade PCC M-10 (ten) nominal mix 1:3:6 (one cement is to three sand is to six graded crushed stone aggregate 20 mm) (twenty milimeter) nominal size mechaninally mixed and vibrated in open foundation complete as per drawings and technical specification MORD clause-802, 803, 1202 & 1203 including carriage of material upto all leads and lifts as per the directions of Engineer-in-Charge.

Providing and laying cement concrete work 1:1½.:3 (1 cement : 1½. sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed and vibrated for compacting concrete and curing complete excluding cost of form work and reinforcement for reinforce cement concrete including carriage of materials in all leads and lifts. and as per the direction of Engineer-in-Charge

All work upto plinth level

Providing and laying reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, coloumns, pillars, piers, abutments, posts and strutsetc. above plinth level upto floor to all levels & all hieght, excluding cost of centering, shuttering, finishing and reinforcement with 1:1½.:3 (1 cement : 1½. sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed and vibrated for compacting concrete and curing complete including carriage of materials in all leads and lifts. and as per the direction of Engineer-in-Charge

Providing and laying reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings,balconies, shelves, chajjas, lintels, bands plain window sills, staircases and spiral stair cases above plinth level up to floor to all levels & all hieght, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½.:3 (1 cement : 1½. sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed and vibrated for compacting concrete and curing complete including carriage of materials in all leads and lifts. and as per the direction of Engineer-in-Charge

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement,including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge.including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge

All works upto plinth level

All works above plinth level upto all floor level & all height

Providing and laying upto all floor levels cement concrete work 1:1½:3 (1 cement : 1½ sand : 3 graded stone aggregate 20mm nominal size) to give smooth and even surface including centring and shuttering but excluding cost of reinforcement and curing complete mechanical mixed and vibrated for compecting reinforced concrete upto floor all level including carriage of materials in all leads and lifts:-Moulding as in cornices, window sills etc. exceeding 15cm in girth.including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge

String courses, copings, bed plates, anchor blocks, plain windows sills and the like :upto all floor level.

Moulding as in cornices window sills etc. not exceeding 15cm in girth.upto all floor level.

Providing and laying Thermo- Mechanically Treated bars of grade Fe-500D or more steel reinforcement for R.C.C. Work including straightening, cutting, bending, placing in position in all floor level including carriage of materials with in all leads and lifts, as per the direction of Enginer - in - Charge.

Thermo-Mechanically Treated bars of grade Fe-500D or more.

Providing Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand) including carriage of all labour equipments and materials to various location through all modes of transportation within all leads, lifts and other incidental charges.

Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 Kg of cement per square meter of floor area before laying cement concrete flooring including roughening, cleaning of the concrete surfaces complete including carriage of all labour equipments and materials to various location through all modes of transportation within all leads, lifts and other incidental charges.

Providing and Laying Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor all level in all shapes and sizes in including carriage of labour equipments and materials to various location throughs all modes of transportation within all leads and lifts and as per the direction of Engineer-in-Charge

Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and Laying Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor all level including carriage of labour equipments and materials to various location throughs all modes of transportation within all leads and lifts and as per the direction of Engineer-in-Charge

cement mortar 1:4 (1 cement : 4 coarse sand)

Boulder filling tightly hand packed under floor including watering, ramming, consolidating etc. With hand dormoot complete including carriage of material in all leads and lifts

Providing and fixing Powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately) :including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge

for frames of door and window

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron)

Providing and fixing 12 mm thick PHENOL BONDED prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade I Type II, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel crews etc. complete as per architectural drawings including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge.

Pre-laminated particle board with decorative laminatin on both sides

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge. (cost of aluminium snap beading shall be paid in basic items)

4.0 mm thick glass panes

Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS:1868 with minium anodic coating of grade AC 15) of approved design / pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standrad section around the opening, all complete as per requirement including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge. (Only weight of grill to be measured for payment)

Providing and fixing powder coated Aluminium sliding door bolts ISI marked transparent or dyed to required shade and colour with bolts and nuts etc. complete including carriage of materials in all leads and lifts:-

Providing and fixing powder coated Aluminium tower bolts (Berrel type) transparent or dyed to required shade and colour with screws etc. complete including carriage of materials in all leads and lifts:-including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge

Providing and fixing powder coated Aluminium handles transparent or dyed to required colour or shade with necessary screws etc. complete including carriage of materials in all leads and lifts :- and as per the direction of Engineer-in-Charge

Providing and laying mirror polished Kota stone slab of size 55x55 CM in flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge:

25 mm thick

P/F Mirror polished Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge

Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab.

Providing and laying heavy duty precast cement concrete inter locking paver blocks vibro compacted upto M-50 grade i/c border or kurb block grey or coloured over subbase of concrete with 25 mm thick average thickness of cement mortar 1:4 (1: Cement :4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curring rubbing and polishing complete subbase concrete flor to be paid for :-

80 mm thck inter locking block

60 mm thickk inter locking blocks

Granite work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge

Providing and fixing Gray Garsa stone / unistone / GRC 15 mm (average) thickness cladding on walls / R.C.C. surface side as on faces of Arch masonry walls etc.on 12mm. thick cement plaster 1:3(1cement:3sand) and jointed with cement slurry i/c scaffolding etc. complete including carriage of materials in all leads and lifts and as per the direction of Engineer-in-Charge:-

Providing and fixing 6 mm thick HPL sheet ISI marked in lining with but joints and fixing with rivets powder coated matching to shade of HPL sheet complete including carriage of materials in all leads and lifts and as per the direction of Engineer-in-Charge.

Provinding and fixing 0.60 mm thick prepainted steel sheet of TATA Dura Shine 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 GI self drilling screws of required sizes / prepainted iron J or L hooks , bolts and nuts 6 mm diametre with prepainted limpets and rubber washers complete with all accesories as required as per the direction of Engineer-in-Charge. 0.60 mm (zero point sixty milimetre) thick sheet including carriage of materials in all leads and lifts and as per the direction of Engineer-in-Charge.

Providing and fixing ridges or hips 60 cm overall with 0.45 mm thick prepainted steel sheets of TATA Durashine in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 microns over microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with G.I. self drilling screws of required sizes / prepainted iron J or L hooks , bolts and nuts 6 mm diametre & prepainted G.I. limpet and bitumen washers complete with all accesories as required as per the direction of Engineer-in-Charge. 0.60 mm (zero point sixty milimetre) thick sheet including carriage of materials in all leads and lifts and as per the direction of Engineer-in-Charge.

Providing and fixing flashing 38 cm overall with 0.45 mm thick prepainted steel sheets of TATA Durashine in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 microns over microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with G.I. self drilling screws of required sizes / prepainted iron J or L hooks , bolts and nuts 6 mm diametre & prepainted G.I. limpet and bitumen washers complete with all accesories as required as per the direction of Engineer-in-Charge. 0.60 mm (zero point sixty milimetre) thick sheet including carriage of materials in all leads and lifts and as per the direction of Engineer-in-Charge.

Providing Fixing 30 Cm wide 120 cm overall box type gutter with 0.45 mm thick plain prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster organic coating of back coat of polyster 5 microns over 5 microns primer coating with iron brackets 40*3 mm size bolts and nuts and washers etc. i/c making necessary connections with rain water pipe complete as per design including carriage of materials in all leads and lifts and as per the direction of Engineer-in-Charge.

Provinding and fixing on wall face PVC 150 mm dia rainwater pipes of working pressure not less than 4.5 kg per sqm i/c filling the joints with approved adhesive complete including carriage of materials in all leads and lifts and as per the direction of Engineer-in-Charge.

Provinding and fixing on wall face PVC accesories for rainwater pipes i/c filling the joints with approved adhesive complete including carriage of materials in all leads and lifts and as per the direction of Engineer-in-Charge.

150 mm dia PVC door bend

150 mm dia PVC Plain Bend

150 mm dia PVC Plain Shoe

Providing and fixing PVC Finolex clamps ISI marked of approved design with steel screws and rawal plugs etc. complete including carriage of materials in all leads and lifts and as per the direction of Engineer-in-Charge. 150 mm dia

Providing and fixing MS BP Sheet 2 mm thick in eaves board / facia / soffits / ceilings including cutting cutting , fixing and welding to steel roof members and applying a coat of red lead primer complete including carriage of materials in all leads and lifts and as per the direction of Engineer-in-Charge.

Providing and laying water proofing treatment with Dr. Fixit-FASTFLEX or equivalent with two components polymer modifed cementitious coating consisting of cementitious powder and a polymer liquid in two coats for first coat - clean and saturate surface and then applying a coat of Dr. Fixit-FASTFLEX by maintaining a coverage of 6-7 sft per Kg. to achieve 1 mm(one milimetre) thickness and same process shalltended upto 300 mm vertically. The second coat shall be applied in oposite directions after 4-6 hours of application of first coat then sprinkle sand on top surface of applied Dr. Fixit-FASTFLEX while still tacky over the second coat. Then apply cement mortar 1:4 (1 Cement : 4 sand) addmixture with 200 ML of pidi proof LW @ 200 ML per 50 Kg bag of cement over the floor with the suitable gradient towards drain pipe, while the second coat of docotor fixet is still tacky including carriage of material within all leads and lifts as per the direction of Engineer-in-Charge.

Structural steel work including hollow section riveted, bolted or welded in built up sections, trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete.including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge

In truss and trussed purlins in buildings and in beams joist 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 like

Steel work welded in built up sections/ framed work,including hollow section including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge

In gratings, frames, guard bar, ladder, railings, brackets, ornamental brackets decoratives MS screens gates and similar works

Providing and fixing hand rail of approved size by welding etc. to steel ladder railling, balcony railing, staircase railing and similar works, i/c applying priming coat of approved steel primer including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge. MS Tube

Providing and fixing MS Hollow pipe in vertical posts 100 mm dia welded in straight length over MS flat at top of vertical balusters including one coat of red oxided priming coat complete including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge.

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture

6mm cement plaster to ceiling in cement mortar 1:3 (1 cement : 3 sand) including carriage of materials within all leads and lifts in all floor levels including carriage of materials within allleads and lifts : and as per the direction of Engineer-in-Charge- 1:3 (1 cement : 3 fine sand)

15mm cement plaster in single coat on the rough side of brick/concrete/stone walls for interior Exterior plastering upto all floor level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 30cm in girth and finished even and sand opapered smooth including carriage of materials within allleads and lifts. 1:6 (1 cement: 6 sand)

15 mm cement plaster in single coat on the fair side of brick/concrete/stone walls for interior plastering upto all floor level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 30cm in girth and finished even and sand opapered smooth including carriage of materials within allleads and lifts. and as per the direction of Engineer-in-Charge. 1:6 (1 cement: 6 fine sand)

Plastering done in single coat on mouldings, cornices or archtraves including neet finish to line and level cement mortar 1:3 (1 Cement : 3 sand) including carriage of materials within allleads and lifts. and as per the direction of Engineer-in-Charge.

Wall / Ceiling painting with Acrylic emulsion paint of approved brand and manufacture to given an even shade : Two or more coats on new work including carriage of materials within allleads and lifts. and as per the direction of Engineer-in-Charge.

Finishing walls with Acrylic Smooth exterior paint of required shade ,brand and manufacture for interior grade on undecorated on crete / stone / plastered wall surfaces to give an even shade including thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth including applying of putty a required for metling the surface

New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 Cement : 3 Coarse Sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick blast 40 mm nominal size well rammed and consolidate and grouted with fine sand, including necessary excavation leveling and dressing and finishing the top smooth including carriage of material upto all leads and lifts as per the direction of Engineer-in-Charge.

Back filling behind abutment ,wing wall and retaining wall of granular material complete as per drawings and MORD technical specifications clause 1204.3.8 including carriage of materials within all leads lifts and as per the direction of Engineer-In-Charge.

Providing weapholes in brick masonry /stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100mm (one hundred milimetre) dia PVC pipe extending through the full width of the structures with slop of 1(v);20 (H) towards drawing face complete as per drawings and technical specifications clause 614,,709,1204.3.7 and as per satisfaction,directin by Engineer-In-Charge and including carriage of materails with in all leads and lifts.

Laying, Spreading and compacting stone aggregate of specified size to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate,watering and compacting to the required density. including supplying and stacking at site 90 mm to 45 mm size stone aggregate (G-I) including carriage of material upto all leads and lifts as per the direction of Engineer-in-Charge.

Laying, Spreading and compacting stone aggregate of specified size to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate,watering and compacting to the required density. including supplying and stacking at site 63 mm to 45 mm size stone aggregate (G-II) including carriage of material upto all leads and lifts as per the direction of Engineer-in-Charge.

Laying, Spreading and compacting stone aggregate of specified size to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate,watering and compacting to the required density. including supplying and stacking at site 53 mm to 22.4 mm size stone aggregate (G-III) including all other incidental charges & carriage of material upto all leads and lifts as per the direction of Engineer-in-Charge.

Providing and applying primer coat surface dressing on new surface in two coats with bitumen of grade VG-10 of approved quality using 1.8 Kg. of bitumen per sqm with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface for first coat and 1.1 Kg. of bitumen per sqm with 1.00 cum metre of stone chippings 11.2 mm nominal size per 100 sqm of road surface for second coat , including consolidation of each coat separately with road roller of 6 to 8 tonne capacity etc. complete including all other incidental charges & carriage of material upto all leads and lifts as per the direction of Engineer-in-Charge.

Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications: on bitumen surface @ 0.50 Kg. / Sqm etc. complete including all other incidental charges & carriage of material upto all leads and lifts as per the direction of Engineer-in-Charge.

Providing and laying Bituminous Concrete 30 mm with 100-120 TPH batch Type hot mix plant producing an average output of 75 tonnes per hour, using crushed aggregate of specified grading premix with bituminous binder @ 5.4 to 5.6 % of mix & filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to required grade, level & alignment rolling with smooth wheel vibratory & tendam rollers to achieve the desire compaction as per MORTH specification clause No. 509 complete in all respect including all other incidental charges & carriage of material upto all leads and lifts as per the direction of Engineer-in-Charge.

13 G Construction

kapoor sanjee