Construction of New Academic Block BBA/BCA at GC Saraswati Nager in District Shimla HP SH C/o Building portion, W.S. , S.I., Septic Tank, Soak Pit, Rain Harvesting Tank , Retaining wall

Cutting in earth work in hilly area 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 directed by the Engineer -in-Charge at site. according to the HP.PWD. specification and sorting out useful and un- useful material and transportation of the un-useful material for disposing at approved dumping site or otherwise and including payment of prescribed charges of dumping to the owner of 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 to complete the work (if required).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 per H.P.PWD.spesification 1990 volume - I,as per direction of Engineer - charge including carriage of materials through all modes of transpostion with in all leads and lifts of materials and other incidentails. The rates includies octrio, royality , malkhana, toll tax, sale tax/GST an other taxes imposed by the Goverment.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Per sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as per H.P.PWD.spesification 1990 volume - I,as per direction of Engineer - charge including carriage of materials through all modes of transpostion with in all leads and lifts of materials and other incidentails. The rates includies octrio, royality , malkhana, toll tax, sale tax/GST an other taxes imposed by the Goverment.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m as per H.P.PWD. spesification 1990 volume - I,as per direction of Engineer - charge including carriage of materials through all modes of transpostion with in all leads and lifts of materials and other incidentails. The rates includies octrio, royality , malkhana, toll tax, sale tax/GST an other taxes imposed by the Goverment.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 as per H.P.PWD. spesification 1990 volume - I,as per direction of Engineer - charge including carriage of materials through all modes of transpostion with in all leads and lifts of materials and other incidentails. The rates includies octrio, royality , malkhana, toll tax, sale tax/GST an other taxes imposed by the Goverment.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete as per H.P.PWD. spesification 1990 volume - I,as per direction of Engineer - charge including carriage of materials through all modes of transpostion with in all leads and lifts of materials and other incidentails. The rates includies octrio, royality , malkhana, toll tax, sale tax/GST an other taxes imposed by the Goverment.

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge as per H.P.PWD. spesification 1990 volume - I,as per direction of Engineer - charge including carriage of materials through all modes of transpostion with in all leads and lifts of materials and other incidentails. The rates includies octrio, royality , malkhana, toll tax, sale tax/GST an other taxes imposed by the Goverment.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 as per H.P.PWD. spesification 1990 volume - I,as per direction of Engineer - charge including carriage of materials through all modes of transpostion with in all leads and lifts of materials and other incidentails. The rates includies octrio, royality , malkhana, toll tax, sale tax/GST an other taxes imposed by the Goverment.

Providing weep holes in brick masonry stone masonry, plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through full width of structure with slope of 1(v):20 (H) towards the drawing face complete as per technical specification clauses 614,709,1204.3.7 as per H.P.PWD. spesification 1990 volume - I,as per direction of Engineer - charge including carriage of materials through all modes of transpostion with in all leads and lifts of materials and other incidentails. The rates includies octrio, royality , malkhana, toll tax, sale tax/GST an other taxes imposed by the Goverment.

Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement: 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) as per CPWD specifications including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges as per the direction of Engineer-in-Charge.