Rest. of rain damages to FIS Odigad to Khanewali in GP Devnagar

Amount

Clearing jungle including up rooting of rank vegetation, grass bush, wood trees and sapling of girth up to 30 cm. measured at a height of 1 metre above ground and removal of the bushes up to a distance of 20 metres outside the periphery of the area cleared.

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 drain and channel etc. in earth work in all classsification of soil including dressing of side and bed and disposing of all excavated earth with in all leads and lift.

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.

i) In Bed.

ii) In side slopes.

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

a) Hand mixed conc. Linning in side slope

Extra allowance for form work in side slope complete in all respect as per direction of the Engineer-in-Charge.

Prov.and laying cement concrete 1:5:10 (1Cement: 5Sand: 10 Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth complete within all leads and lifts as per direction & to the entire satisfaction of the Engineer-in-Charge.

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 and plinth complete as per the direction and to the entire satisfaction of the Engineer-in-Charge.

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 :-

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 and as per the direction and to the entire satisfaction of the Engineer-in-Charge. Tor Steel.

Wire crate made of G.I. wire filled with boulders with square cut faces against the wire. ( wire crate to be measured and paid for separatelly) complete as per the direction and to the entre satisfaction of the 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 separatelly)G.I. wire 4 mm thick corresponding to SWG-815cm x15 cm mesh complete with in all lead and lift & to the entire staisfaction of the Engineer-in-charge.

Laying,jointing & testing of G I Pipe 150 mm dia plain ended (Medium grade) having outer dia with bevelled edge i/c testing and commissioning and cost of jointing with butt welding ( Three layer)as per relevant BIS specification (leak proof) i/c cost of bend tail pieces, tees, reducers increaser etc. as per site requirement as per the direction of the engineer in charge and earth work in trenches to be measured and paid for seprately i/c all leads, lifts and carriage of materials at site.

GI pipe 150 mm dia.

PROMILA BHANDARI GOVT CONTRECTOR

M/s Prabhu Dyal