MGMSC Hospital

Amount

Excavation in earth work and disposal of all excavated earth up to all leads and lifts, disposed earth to be levelled neatly dressed as per direction and to the entire satisfaction of the Engineer-in-Charge.

Excavation in foundation trenches etc.(for pipes & pits upto all depth) in earth work in all classification of earth work such as pick work, jumper work, saturated soil , blasting soft/hard rock or chiselling soft/ hard rock including wedging out of a rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering and dewatering where ever required, stacking the serviceable/unserviceable materials/soil separately and after laying and jointing of pipes, returning the usable soil in trenches in 15 CM layers including consolidation of each deposited layers by ramming and watering and then dispositng of all surplus excavated soil, useable materials as directed within all leads/lifts including restoration of metalled surfaces 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 as per the direction of Engineer-in-Charge.

Providing and laying cement concrete 1:4:8(1Cement: 4Sand: 8Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts .

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)

In suspended floor roofs ,landing and shelves and their support.balconies , beams,girders, bressumers and contilever up to floor two level with in all leads and lifts.

Providing and laying cement concrete 1 : 1.5 :3(1 cement :1.5 sand :3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcemnt for reinforced concrete work complete in all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge .

Foundation,footing,bases of columns and the like & mass concrete.

Walls (any thickness but not less than 0.10m thickness) attached pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level as per the direction & to the entire satisfaction of the Engineer-in-Charge.

Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :-

Flat surfaces such as soffits & suspended floors, roofs, landing and the like. Floor etc. upto 200mm in thickness.

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

Edges of slab and breaks in floors and walls under 20 cm wide within all leads and lifts

Providing mild steel / tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete upto floor two level complete in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge. Tor Steel.

Random Rubble Masonary with hard stone of approved quality in foundation and plinth in cement concrete 1:6 in breast wall and retaining wall complete in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge

Providing and Fixing steel / fibre reinforcement concrete Manhole cover confirming to IS: 12592 ( Part-1) 1988 with latest ammendments of different grade , type, load and diameter mentioned below ( Heavy duty) (SFRC)

Laying , Jointing and Testing D.I Pipe with Tyton push joint ( IS:8329:2000) of wall thickness 5.00 mm in a random length complete in all respect excluding earth work in trenches with in all lead and lifts as per the direction to the entire satisfaction of the Engineer-in-charge

DI Pipe 150 mm dia

Providing tyton ( Push on joints) to Ductile iron pipes and fittings including the testing of the joints cost of rubber gasket (SBR) quality) confirming to IS 12820/1989 150 mm dia complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Providing Mechanically joint to Ductile iron pipes and fittings including the testing of the joints cost of rubber gasket (SBR quality) confirming to IS 12820/1989 150 mm dia complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Providing and Fixing DI Bends of required degree with DI Pipe 150 mm dia complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

11.25 degree

22.50 degree

45 degree

90 degree

ANIRUDH SINGH BISHT (BID ID -445301)

M/s Prabhu Dyal (BID ID -444818)

Mool Raj (BID ID -444824)