Development of Education Infrastructure which are damaged due to heavy rainfall SH Construction of One No. Class Room at GPS Deothi Balsan Block Deha Distt. Shimla H.P.

Cutting/Excavation in earth work by mechanical means (Hydraulic Excavator/manual means in all heights and depth in all kind of soil including saturated soil comprising of pick wok, jumper, Chiselling/wedging out of in soft and hard rock and their intermiate classification of soils including dewatering wherever required, setting out to required lines, levels as shown shown on the drawing as directed by the Engineer- in -charge at site, according to the HPPWD specification of 1990 vol-1 as sorting out usefull and unuseful material and stacking the same in all lead and lift and leveling of excavated earth on dumping sites (to be arranged by the contractor at his own risk and cost including payment of prescribed dumping charges of municipal committee/local body if any) through all modes of transportation including head load animal load and mechanical transportation to maximum possible extends in all leads means along with levelling fine dressing and all labour, machinery, materials, tools equipments and safty measure and incidentels necessary to complete the work by mechanized means and labour (if any required). All useful materials such as stone, shingles, aggregate and slates shall be sorted along road side and lift through all modes of transportation and used/removed as per direction of the Engineer-in-charge. Any loss to the private and public property during the course execution will be restored by the contractor whatsoever the nature of the same may be. The usable aggregate/ boulder /cutstone shall be taken in MAS Account anf further will be issued to the contractor as per issue rate mentioned under condition No. 46 of NIT Form 6.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil in all lead and lift as directed and entire satisfaction of the Engineer -in -charge in All kinds of soil.

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

1:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing including carriage of material in all leads and lifts. in cement concrete 1:3:6 (1 cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)

Foundations, footings, bases for columns

Centering and shuttering including strutting, propping etc. and removal of form work including carriage of material in all leads and lifts. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth including carriage of material in all leads and lifts.