Construction of LIS to Village Ambwala, Kanchanpuri, Rakh, Khanpur, Kolanwala Toba ST basti (Near Talab), Amb da Har, Souri Gujjran, (Near Gurudwara) Doli, Sunna Badkhoa, Batiyakh or Sai Charog in Tehsil Nalagarh, District Solan HP

Excavation work by mechanical means ( Hydroulic excavator)/ menual means in foundation trenches upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing of pumping out water, blasting soft/hard rock where blasting is prohibited. In all lifts including trimming and dressing of sides, levelling of beds to correct grade i/c shoring, strutting, planking timbering and dewatering wherever required, stacking the usable and un-useable material / soil separately and after laying, jointing of pipes returning the useable soil in trenches in trenches in 15 cm (fifteen centimeters) layers including consolidating of each of each deposited layer by ramming and watering and disposing of all surplus excavated soil un useable materials as directed within all leads & lifts including restoration of un-metalled surfaces to its original condition and including cost of diverson for traffic night signals, fixing caution boards, crossing over trenches for excess to houses, fencing etc.complete in all respect with in all leads & lifts as per the direction of the Engineer-in-charge.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, in all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within all leads and lifts in all kinds of soil complete in all respect and as per the direction of and to the entire satisfaction of the Engineer in charge.( Pipe cable etc. exceeding 80mm dia but not exceeding 300 mm dia)

Providing and laying cement concrete 1:5:10 ( I cement : 5 sand : 10 graded stone aggregate 40 mm nominal size)and curing complete excluding the cost of form work in foundation and plinth including carriage of material in all leads & lifts and as per the direction of the Engineer-in-charge.

Providing and laying cement concrete 1:4:8 ( I cement : 4 sand : 8 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work in foundation and plinth including carriage of material in all leads & lifts complete in all respect as per direction of Engineer-in-Charge.

1st class Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:- Cement mortar 1:6 (1 cement : 6 coarse sand) complete in all respect and as per the direction of Engineer in charge.

2nd class Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:- Cement mortar 1:4 (1 cement : 4 coarse sand) complete in all respect and as per the direction of Engineer in charge.

Frist class Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)complete in all respect and as per the direction of Engineer in charge.

Providing Centering and shuttering including strutting, propping etc. and removal of form for all heights Suspended floors, roofs, landings, balconies and access platform. with waterproof ply 12 mm thick and string courses and like complete in all respect and as per the direction of Engineer in charge.

Vertical surfaces such as walls (any thickness), partitions and the like including attached pillasters, buttress,plinthand string courses and the like in all leads and lifts.

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/ cum. All works above plinth level encess/ less cement used as per design mix in payable/recoveravle seperatly. complete in all respect and as per the direction of Engineer in charge.