CAD work of FIS Bonda

Amount

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

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.

Providing and laying cement concrete 1:5:10 ( 1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect with in all leads & lifts and as per the direction & to the entire satisfaction of the Engineer-in-Charge.

Prov.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 complete.

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 in :-

Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses, plinth and string courses etc. from top of foundation upto floor two level

Dressing in bed & side slope and preparation of sub grade for linning in pick work with in all laeads and lifts to the entire satisfiction of the Engineer-in Charge.

In Bed

In Side Slope

Cement concrete linning 15cm thick or less for irrigation channel in cement concrete 1:3:6(1Cement: 3Sand: 6Graded stone agg.40mm nominal size) with in all leads and lifts& to the entire satisfiction of the Engineer-in-charge.

a) Hand mixed conc. Linning in Bed

b) Hand mixed conc. Linning in Side Slope

Extra allowance for form work in side slope as per 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 :-

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

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 . Tor Steel.

Wire crate made of G.I wire filled with boulders with square cut faces against the wire.(wire crate to be measuresd and paid for separetely)complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Wire crate made of G.I wire filled with boulders with square cut faces against the wire. (boulder filling to be measured and paid for separately) G.I. Wire 5mm thick corresponding to SWG-8 15cmX15cm mesh.complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.( Labour Rate)

Boulder filling behind retaining wall as per direction and to the entire satisfaction of Engineer -In-Charge.

Laying. Jointing , testing and commissioning of HDPE ( High Density Polyethylene pipes) of followiong diameter and class confirming to IS 4984-1995 with fusion welding process includiong all necessary fittings in all leads and lifts tpo the entite satisfaction of Engineer-in -charge ( earth wotk in trenches to be measured and seperately)

HDPE 90 mm OD PN 4.0, PE 63

HDPE 200 mm OD PN 4.0, PE 63

HDPE 110 mm OD PN 4.0, PE 63

Providing and Fixing of cast iron sluice valve of 100 mm dia of approved ISI make with latest ammendments complete in all respect with MS connecting rod 1.5 mtrs long to operate wheel of sluice valve i/c jointing of HDPE end cap joint with connection pipe 110 mm OD and to the entire satisfaction of Engineer-in -charge.

Providing and Fixing of MS angle bracket to cover & safety of sluice valve in side out let chamber 25x25x4 mm @ 1.4kg/mt complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge

Providing and fixing of sealing for locking of manhole cover complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge

Providing and fixing HDPE pipe Tee 100 mm x90mmx63 mm with Qc end ( copler on both end of tee) on HDPE pipe with existed pipe of out let dia 110 mm OD (Butt fusion) complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge

Providing , laying. Jointing , testing and commissioning of PVC control valve in all leads and lifts tpo the entite satisfaction of Engineer-in -charge

Rakesh Kumar (BID ID -453726)

Bhanu Pratap Singh (BID ID -453793)

VIKAS RANA (BID ID -453786)

KAMLSH KUMAR CONTRACTOR (BID ID -453804)