C/o 6Nos Type-II Quarters at police Line Kishanpura Under Police Modernization scheme at Kishanpura Tehsil Baddi Distt. Solan HP (SH- Septic tank and Rain Harvesting tank).

Amount

Excavation in foundation, trenches etc. in earth work in all heights & depths in all kinds of soil including struated soil comprising of pick work, jumper work, blasting work ( both soft & hard rock ) & shall be excavated with chiselling & wedging out rock ( where blasting is prohibited ) and their interemediate classification of soil including dewatering wherever required setting out to required lines, level as shown on the drawing and as directed by the Engineer-in-Charge at site, according to the HPPWD specifiction of 1990 volume-I and sorting out useful & unuseful materials & stacking the same in all leads and lifts and transportation of the unuseful materials for disposing at dumping sites ( to be arranged by the contractor )through all modes of transportation including head load,animal load or mechanical means along with its levelling fine dressing & all labour machineries materials, tools equipements and safety measures & incidentals necessary to complete the work by mechanized means and labour ( If required ). All useful materials such as stones, shingles, aggregate and slates shall be sorted along road side to the maximum possible extent in all leads and lifts through all modes of transportation and used and removed as per the direction of Engineer-in-Charge .Any loss to the public and private properly during the course of execution and dispoal of serviceable and un-serviceable materials shall be the aboulute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Filling in plinth with sand under floors including watering ramming consolidating & dressing complete as per HP.PWD., specification 1990 volume-I ( one ) including carriage of all labour equipments & materials to various location through all leads, lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.

Providing form work with steel plates 3.15mm ( Three decimal one five milimeter ) thick welded with angle iron in frames 30x30x5mm ( Thirty into thirty into five milimeter ) ,so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens & ballies, height of propping and centring below supporting floor to ceiling not exceeding 4.00 mtrs ( four meters ) & removal of the same for in-situ reinforced concrete and plain concrete work as per HP.PWD., specification 1990 volume-I ( One )including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge in :-

Flat surface such as soffits of suspended floors, roofs, landings and the like floors etc. upto 200mm ( Two hundredmilimeter) in thickness, including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per the entire satisfaction of the Engineer-in-Charge.

Beams, cantilevers,girders and lintels sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1.00 mtrs ( One meter )in depth in all heights from floor level, including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per the entire satisfaction of the Engineer-in-Charge.

Providing & laying cement concrete 1:4:8 ( One cement : four approved sand : eight graded crushed stone aggregate 40mm ( forty milimeter ) nominal size ) and curing complete excluding cost of form work in foundation & plinth as per HPPWD. Specification 1990 volume-I ( One ) including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per the entire satisfaction of the Engineer-in-Charge.

Provding & laying upto floor two level cement concrete including mechanical mix 1 : 2 : 4 ( One cement : two sand : four graded stone aggregate 20 mm ( twenty milimetre ) nominal size ) and curing complete including cost of form work in string courses copies bed plates, anchor block, plain windows sills and the like as per HPPWD. Specification 1990 volume-I ( One ) including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per the entire satisfaction of the Engineer-in-Charge.

Providing & laying cement concrete work mechnically mixed & vibrator 1: 1.5 : 3 ( One cement : One & half approved sand : three graded crushed stone aggregate 20mm ( twenty milimeter ) nominal size ) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-

Suspended floors,roofs,landings & shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto all floor levels including carriage of materials within all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge as per HP.PWD., specification 1990 Volume- I ( One ) including carriage of all labour equipment & materials to various location through all leads, lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.

Providing tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position including cost of binding wire complete upto all floor level as per HPPWD specification 1990 Volume-I ( One )including carriage of all labour equipment & materials to various location through all leads, lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.

Brick work second class using common burnt clay building bricks in foundation & plinth in cement mortar 1:6 ( one cement : six approved sand )as per HP.PWD., specification 1990 Volume- I ( One ) including carriage of all labour equipment & materials to various location through all leads, lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.

Half brick work second class using common burnt clay building bricks in foundation & plinth in cement mortar 1:4 ( one cement : four approved sand ) as per HP.PWD., specification 1990 Volume- I ( One ) including carriage of all labour equipment & materials to various location through all leads, lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.

40mm ( forty milimeter ) thick cement concrete flooring 1:2:4 ( One cement : two approved sand : four graded stone aggregte 20mm( twenty milimetre ) nominal size ) laid in one layer finished with a floating coat of neat cement in all floor level as per HP.PWD., specification Volume-I ( one ) including carriage of all labour equipment & materials to various location through all leads,lifts & other incidental charges complete as per entiresatisfaction of Engineer-in-Charge.

15mm ( fifteen milimetre ) cement plaster in single coat on rough side of brick/ concrete/stone walls of interior plastering upto floor two level including arrises,internal rounded angles, chamfers & rounded angles not exceeding 80mm in ( eighty milimetre ) grith finished even and smooth in cement mortar 1:6 ( One cement : six approved sand) as per HP.PWD.,specification volume-I ( one )including carriage of all labour equipment & materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.

Providing & laying brick aggregate (One size) 50mm ( fifty milimetre )nominal size ) for soak pit as per HP.PWD.,specification Volume-I (one) including carriage of all labour equipment & materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per the entire satisfaction of the Engineer-in-Charge.

Providing and Laying of interlocking concrete block pavement having thickness 80 MM as per drawing and drawing and techanical specification clause 1504.(ISI), including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per the entire satisfaction of the Engineer-in-Charge.

Consolidation of subgrade with road roller including making good the undulation etc. with earth or quarry soil etc and rerolling the subgrade completed as per HP.PWD specifications, including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per the entire satisfaction of the Engineer-in-Charge.

providing and fixing PVC COWL ISI marked including fixing with approved adhesive etc (150 MM), including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per the entire satisfaction of the Engineer-in-Charge.

providing and fixing high pressure PVC spigot and socket waste and ventilating pipe ISI marked including fixing with approved adhesive(150 mm nominal size), including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per the entire satisfaction of the Engineer-in-Charge.

RAJ KUMAR

NARESH KUMAR