C/O Vetrnary Hospital Building at Bamta

Amount

Cutting in soil in hilly area by mehanical means including cutting and trimming of side slope and disposal of all excavated earth with lift upto 1.50 m and lead up to 20 m as per drawing and techincal specification clause 1603.1. including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts.

Earth work in excavation for structure as per drawing and technical specifications clause 305.1 i/c setting out construction of shoring and bracing, removal of stumps and other deleterious materials and disposal up to a lead of 50 metre dressing of side and bottom and back-filling in trenches with excavated suitable materials in hill area by mechanical means including cutting and triming of side slopes and disposing of excavated earth with a lift up to 1.5m and a lead upto 20m as per technical specification clause 1603.including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts.

Providing and laying cement concrete 1:6:12 (one cement six sand twelve graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts.

Stone masonry in cement mortar for substructure complete as per drawing and technical specification clauses 702, 704, 1202 and 1204 in cement mortar (1:6) including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts.

Back filling behind abutment wing wall and return wall complete as per dawings and technical specification clause 1204.3.8 (i) Granular material including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts

Excavation in foundations, trenches etc. in earth work lift up to 1.50 meter stacking. The excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacked soil in 15 cm layers, when required in to plinths sides of foundation etc. consolidating each deposited to layers by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 meter pick, jumper work.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu reinforced concrete and plain concrete work:-

(i) Flat surfaces such as soffits of suspended floors, roofs landing and the like Floors etc. up to 200 mm in thickness.

(ii) Vertial surface suh as wall (any thickness)

(iii) Edges of slab

Providing and laying cement concrete 1:2:4 (1 cement 2 sand 4 graded stone aggregate 40mm nominal size) and curing complete excluding and cost of centering and shuttering in foundation and plinth. including all kinds of labour, material, equipments to various location through all modes of transportation as per HPPWD specification vol.I and as per direction of Engineer in Charge at site with all leads and lifts.

2nd class brick masonry using common burnt clay building bricks in all height in cement mortar 1:6 (1 cement 6 sand) in super structure above plinth level up to floor all level (second class bricks).

2nd class brick masonry using common burnt clay building bricks in all height in cement mortar 1:4 (1 cement 4 sand) in super structure above plinth level up to floor all level (second class bricks).

Providing and laying cement concrete work 1:1½:3 (1 cement 1.5 sand 3 graded crushed, broken stone aggregate 20mm (twenty millimeters) nominal size mixed and vibrated mechanically so as to give a compressive strength corresponding to grade M-20 and curing complete excluding the cost of form wok and reinforcement for reinforced concrete work in foundation, footings, basis of column etc. and mass concrete etc. complete in all respect.

(a) Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor all level.including all kinds of labour, material, equipments to various location through all modes of transportation as per HPPWD specification vol.I and as per direction of Engineer in Charge at site with all leads and lifts.

(b) Woll (any thickness but not loss than 0.1 m thickness) attached pllasters buttresses plinth and string courses etc. from top of foundation level upto floor two. including all kinds of labour, material, equipments to various location through all modes of transportation as per HPPWD specification vol.I and as per direction of Engineer in Charge at site with all leads and lifts.

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to all floor level (a) tor steel. including all kinds of labour, material, equipments to various location through all modes of transportation as per HPPWD specification vol.I and as per direction of Engineer in Charge at site with all leads and lifts.

20mm cement plaster in two coats backig coat 10mm and finishing coat 10mm thick on fair side of brick/concrete/stone walls for interior plastering upto all floor level including arrises internal founded angles chamfers ad of rounded angles not exceeding 30cm in girth and finished even and smooth including cement

Supplying and filling brick bats/stone agreegate 40mm nominal size in soak pit. including all kinds of labour, material, equipments to various location through all modes of transportation as per HPPWD specification vol.I and as per direction of Engineer in Charge at site with all leads and lifts.

Supplying and filling sand in soak pit. including all kinds of labour, material, equipments to various location through all modes of transportation as per HPPWD specification vol.I and as per direction of Engineer in Charge at site with all leads and lifts.

Supplying cast iron cover without frame for man hole of 500mm internal diametre (medium duty) the weight of cover to be not lesss than 58kgs .including all kinds of labour, material, equipments to various location through all modes of transportation as per HPPWD specification vol.I and as per direction of Engineer in Charge at site with all leads and lifts.

50mm thick cement concrete 1:2:4 (1 cement 2 sand 4 graded stone aggregate 20mm nominal size) Laid in one layer finished with a floating coat of neat cement including carriage of materials within all leads and lifts. including all kinds of labour, material, equipments to various location through all modes of transportation as per HPPWD specification vol.I and as per direction of Engineer in Charge at site with all leads and lifts.

Providing and fixing PVC spigot and socket soil waste and venlilating pipe ISI marked including fixing with approved adhesives etc. complete 110mm dia.including all kinds of labour, material, equipments to various location through all modes of transportation as per HPPWD specification vol.I and as per direction of Engineer in Charge at site with all leads and lifts.

Prociding and fixing PVC Cowl 110mm dia including all kinds of labour, material, equipments to various location through all modes of transportation as per HPPWD specification vol.I and as per direction of Engineer in Charge at site with all leads and lifts.

Jagdarshan Uniyal