Improvement remodeling rejuvenation of FIS Kumsoo in GP Bhadawali

Amount

Cutting in earth work in all classification of soil such as pick work, jumper work, saturated soil, blasting soft/ hard rock or chiselling soft/ hard 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 where ever required, stacking the serviceable/ unserviceable materials/soil separately 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.

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 ( 1 cement : 4 sand : 8 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.

Providing and laying cement concrete 1:3:6 ( 1 cement : 3 sand : 6 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.

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 .

In Foundation and plinth

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.

Providing and Fixing MS Plate Gate for silt device chamber complete in all respect as per direction of Engineer-in-Charge.

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 satisfaction of the Engineer-in-charge.

Random rubble masonary coursed with hard stone of approved quality in foundation and plinth including racking out joint in cement mortar 1:6 ( 1 cement :6 sand) complete in all respect with in all leads & lifts and as per the direction & to the entire satisfaction of the Engineer-in-Charge.

20 mm cement plaster in single coat on rough side of bricks / stone masonary for interior plastering upto floor two level i/c arrises internal rouded angles chamfers and or rounded angles not exceeding 80 mm in girth & finished even & smooth in CM 1:4( 1 cement: 4 sand) complete in all respect with in all leads & lifts and as per the direction & to the entire satisfaction of the Engineer-in-Charge.

Providing, Laying, Jointing & testing of following dia Plain ended MSEW pipes with steel grade ISO wall thickness 4.00 mm Confirming to ISO 3183-2012 ( with upto date ammendments) or equivalent to API X-42 of thickness as mentioned and grade designation with bevelled edge and capable of standing required test pressure in random length of 4-7 meter i/c testing and commissioning and cost of jointing with butt welding as per relevant BIS specification (leak proof) i/c cost of bend tail pieces, tees,reducers increaser etc. as per site requirement and zinc coating as per IS 4736-1986 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 material at site {ISO 3183}

MSERW / API Pipe X-42 or L 290 250 mm dia

MSERW / API Pipe X-42 or Grade -A 200 mm dia

Laying ,jointing and testing of GI pipe of following dia at site with circumfrential butt welding (in two layers) at both ends according to relevant BIS stanards/approved specifications.The welding of pipe with butt welding should confirm to IS: 816-1965 (with upto date amendments) to make the joint leak proof and air tight including bends of required degree complete in all respects.The welding electrodes shall be as per IS 814 -1967of Advani/Oerlinken/L&T or ISI marked make.The Welding of Socket joint sould be done in two layers on both ends of socket to make the joints air tight upto all leads and lifts to entire satisfaction of the engineer in charge.

G.I Pipe 100 mm dia (RD 12439-14718 )

G.I Pipe 80 mm dia (RD 14718 to 16000 )

Laying, jointing and testing in trenches to be levelled to grade galvanised mild steel pipe light grade of following nominal diameter including fittings complete in all respect to the entire satisfaction of the Engineer-in-Charge. ( Earth work in trenches to be measured and paid for separately).

G.I Pipe 80 mm dia

Providing, & Welding of MS Flanges in complete in all respect to the entire satisfaction of Engineer-in -charge. (Earth work in trenches to be measured and paid for seperately work in all leads and lifts.

250 mm dia T-5 (RD 0/0 to 5000 M)

250 mm dia T-11 (RD 5000 to 7000 M)

250 mm dia T-17 (RD 7000 to 10000 M)

200 mm dia T-23 (RD 10179 to 12000 M)

100 mm dia T-17 (RD 12000 to 14720 M)

80 mm dia T-17 (RD 14720 to 16000 M)

Manufacturing/ Supplying & Fixing of GI Pipes manifold distributor with G.I Pipe 80 mm dia ( G.I pipes will be issued by the department free of cost) by cutting & welding the distributor shall be 90 cm metr long having 5 nos 20 mm dia be connection with 10" long nipple of 20 mm dia GI Pipes 20 mm GI Pipe both side & providing elbow 20 mm & 25 mm -32 mm bottom inlet by properly plugging i/c all leads lifts & carriage of material as directed by Engineer in charge

80 mm dia

Providing & Fixing of MSERW Pipes 250 mm dia for silt trap complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Providing & Fixing of MSERW Pipes 200 mm dia for silt trap complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Providing & Fixing of cast steel sluice valve without flange of following dia including cost of rubber insertion washer ( Gasket) etc. open end with hand wheel confirming to IS; 14846 having test pressure of 21.00 Kg/sqcm. of Leader / Kirloskar make complete in all respect.

Cast steel Sluice valve 250 mm dia Class- ASA 150

Cast steel Non Return valve / Swing Check 250 mm dia Class- ASA -150

Cast steel Sluice valve 200 mm dia Class- ASA 150

Cast steel Sluice valve 100 mm dia Class- ASA 150

Cast steel Air valve 50mm dia Class- ASA -150

Providing & Fixing of Full way brass wheel valve of superior quality i/c all leads lifts & carriage of material as directed by Engg. in charge

80 mm dia

Tek Singh Raghav

SS RANA CONSTRUCTION PRIVATE LIMITED