Improvement of FIS Amlehar Bhanjal, Tubewell No.60 Kaloh, Tubewell No. 95 Kaloh, Tubewell at Mawa Kaholan ( Shamshan ghat and Bhatta) and Tubewell at Rampur ( Mubarikpur)

Excavation in foundation trenches upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft / hard rock or chieselling soft/ hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including, shoring, strutting, planking, timbering and dewatering, wherever required, stacking the useable and unuseable material/ soil separately and after laying, jointing and testing of pipes returing the useable soil in trenches in 15 cm ( Fifteen centimeter ) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil / un-useable materials as directed within all leads and lifts including restoration of un-metalled surface to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge. Pick work 40% Jumper Work 40% & Chiselling work in soft rock & Hard rock 20%

Excavation in foundation trenches upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft / hard rock or chieselling soft/ hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including, shoring, strutting, planking, timbering and dewatering, wherever required, stacking the useable and unuseable material/ soil separately and after laying, jointing and testing of pipes returing the useable soil in trenches in 15 cm ( Fifteen centimeter ) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil / un-useable materials as directed within all leads and lifts including restoration of un-metalled surface to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing and laying cement concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinths in all leads and lift and to the entire satisfaction of Engineer-in-charge

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 centring, shutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in: foundation and plinths

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like.

Edges of slabs and breaks in floors and walls under 20 Cm. wide complete in all respect i/c carriage of materials with in all leads and lifts.

Providing and laying cement concrete 1:1.5:3) 1cement:1.5 sand: 3 stone aggreegate 20 mm nominal size) and curing complete excluding the cost of form work and reingorcement for reinforced concrete work in :- Foundation footing basis of columns etc.and mass concrete.

Walls (any thickness) but not less than 0.10 mtr thickness i/c attached pilasters.buttresses,plinths and string courses etc. from top of foundation upto floor two level including carriage of material complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Pdg and laying Cement Concret 1:5:10 ( 1Cement: 5 Sand 10 graded stone aggregate 40mm nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/ Breast walls, the size of plums shall usually be 150 mm to 300 mm as HPPWD specification.

Stone /boulder filling under the floors/ behind the retaing wall complete in all respect i/c all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.