C.O Museum at Kamroo Kila in Tehsil Sangla Distt. Kinnaur SH. C.O building portion including W.S and S.I

Excavation in foundation and trenches in earth work in all height and depths in all kinds of soil, including saturated soils comparising of pick work, jumper work, blasting work both in soft and hard rock with chiselling 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 HP.PWD specification of 1990 (One thousand nine hundred ninety) volume-I (One) and sorting out useful and unuseful material and transportation of the unuseful material for disposing off to dumping site (to be arranged by the contractor) as per satisfaction of Engineer-in-charge through all modes of transporation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineris, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required). All useful material 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 and used/removed as per the direction of Engineer-in-charge. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be absolute responsibility of the contractor which shall have to be duly compensated by him in all respects including all incidental charges.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete including entire carriage of materials in all leads and lifts and as per drawings and technical specifications as per the direction of Engineer-in-Charge including all incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing form work with steel plates 3.15mm (Three point one five millimetre) thick welded with angle iron in frame 30x30x5mm (Thirty into thirty into five millimetre) so as to give a fair finish including centering, shuttering, strutting and propping etcetra with wooden battens and ballies for all heights of propping and centering below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in pedestial and pedestial foundation, footings bases of columns etcetera and mass concrete including carriage of materials within all leads and lifts and other incidentals complete in all respect as per direction of Engineer in Charge.

Providing form work with steel plates 3.15mm (Three point one five millimetre) thick welded with angle iron in frame 30x30x5mm (Thirty into thirty into five millimetre) so as to give a fair finish including centering, shuttering, strutting and propping etcetra with wooden battens and ballies for all heights of propping and centering below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in beam, cantilever, girders and lintels, sides and soffits of beams beams haunching below supporting cantilevers girders bressumers and lintels of any depth including carriage of materials within all leads and lifts complete in all respect as per direction of Engineer in Charge.

Providing form work with steel plates 3.15mm (Three point one five millimetre) thick welded with angle iron in frame 30x30x5mm (Thirty into thirty into five millimetre) so as to give a fair finish including centering, shuttering, strutting and propping etcetra with wooden battens and ballies for all heights of propping and centering below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in columns, pillars, posts and struts square, rectangular, polygonal in plan including carriage of materials within all leads and lifts complete in all respect as per direction of Engineer in Charge.

Providing form work with steel plates 3.15mm (Three point one five millimetre) thick welded with angle iron in frame 30x30x5mm (Thirty into thirty into five millimetre) so as to give a fair finish including centering, shuttering, strutting and propping etcetra with wooden battens and ballies for all heights of propping and centering below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in flat surface such as soffits of suspended floors, roofs, landings and the like upto any thickness including carriage of materials within all leads and lifts complete in all respect as per direction of Engineer in Charge.

Providing form work with steel plates 3.15mm (Three point one five millimetre) thick welded with angle iron in frame 30x30x5mm (Thirty into thirty into five millimetre) so as to give a fair finish including centering, shuttering, strutting and propping etcetera with wooden battens and ballies for all heights of propping and centering below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in edges of slabs and breaks in floors and walls of any width including carriage of materials within all leads and lifts complete in all respect as per direction of Engineer in Charge.

Providing and laying cement concrete 1:6:12 (One cement : Six sand : Twelve graded/crushed/crushed stone aggregate 40mm (Forty millimetre) nominal size) mechanically mixed and curing complete excluding cost of form work in foundation and plinth including carriage of materials within all leads and lifts complete in all respect as per direction of Engineer in Charge.

Providing and laying cement concrete 1:1.5:3 (one cement : one and half sand : three graded/crushed stone aggregate 20mm (twenty millimetre) nominal size mechanically mixed and vibrated and curing complete excluding cost of form work and reinforcement for reinforced concrete work in foundation footings bases of coloumns and the like and mass concrete including carriage of material within all leads and lifts complete in all respect as per direction of Engineer in Charge.

Providing and laying cement concrete 1:1.5:3 (one cement : one and half sand : three graded/crushed stone aggregate 20mm (twenty millimetre) nominal size mechanically mixed and vibrated and curing complete excluding cost of form work and reinforcement for reinforced concrete work in suspended floor roofs, landings and shelves and their supports, balconies, beams, girder bressumers and cantilever upto all floor level including carriage of material within all leads and lifts complete in all respect as per direction of Engineer in Charge.