Improvement of FIS Chhaprohal Ghatta in Tehsil Balh District Mandi

Amount

Excavation in foundation, trenches (for Pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including, blasting soft/hard rock or chiselling soft/hard rock where blasting is prohibited in all lifts including trimming & dressing of sides, levelling of beds to correct grade i/c shoring, strutting, planking, timbering wherever required, stacking the useable or unuseable material/ soil separately & after excavated soil clear from the edge of excavation returning the excavated soil after laying jointing testing of pipes in trenches in 15 Cm layers including consolidating of each deposited layer by ramming & watering & then disposing of all surplus excavated soil/unusable material as directed with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer-in-Charge.

Providing and laying cement concrete 1:1½:3 ( 1 cement : 1½ sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:-

Foundation, footings & bases of columns and the like mass concrete complete in all respect with in all leads and lifts as per the entire satisfaction & directions of Engineer-in-Charge.

Walls (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level complete in all respect with in all leads and lifts as per the entire satisfaction & directions of Engineer-in-Charge.

Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30 x 30 x 5 mm, so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ- reinforced concrete and plain concrete in:-

Vertical surface such as walls (any thickness) partition and the like including attached pillasters, buttresses, etc. plinth and string courses and the like complete job in all respect with in all leads and lifts as per the direction and best satisfaction of Engineer-in-Charge.

Providing Mild Steel / Tor Steel reinforcement for R.C.C work including bending, binding and placing in position complete up to floor two level complete in all respect within all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1:5:10 (1 cement : 5 sand :10 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall/ breast walls, the size of plums shall usually be 150 mm to 300 mm as per HPPWD specification complete job in all respect with in all leads and lifts as per the direction of Engineer-in-Charge.

Manufacturing, Supplying and Fixing of MS Fabricated Protection Panel 750 mm x 750 mm made with MS Angle 40 x 40 x 4 mm for frame, MS Angle 30 x 30 x 3 mm for cover, MS Flat 25 x 5 mm for fixing of sliding door bolt and MS Sheet 3.15 mm thick for protection of manhole covers of storage tanks including the cost of cutting and welding of MS angle, MS Flat & MS Sheet, embedding in RCC Slab by drilling holes in MS angle & in RCC slab, provision for providing and fixing sliding door bolt 300 x 16 mm, MS Handle 100 mm, Lock and applying a coat of red lead paint & painting two coat with steel paint (Firoza Blue) complete job in all respect in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing of 63 mm dia Hydrant including GI riser pipe (IS:1239-1990), 63mm dia PP ball valve, 63mm dia pump connecting Male, 63mm dia Quick Connect Bend, GI Elbow, GI Tee, GI Nipple, GI Female coupler (As per requirment of main & sub main line) and plain concrete grouting for HDPE Tee & Riser pipe complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Laying, jointing, testing and carriage of HDPE pipes of various dia in trenches to required grades as per (IS: 4984-1995) PE-80, PN-4 Kg/Cm2 latest with upto date ammendments of following OD pipes, material grade and class of pipes including all fittings like end caps, collars & cut pieces etc. complete in all respect. The jointing of pipes should be done by way of butt fusion welding as per relevant IS Code and specifications complete job in all respect with in all leads & lifts as per the directions & entire satisfaction of Engineer-in-Charge.

75 mm dia, PE-80, PN-4 Kg/Cm2

90 mm dia, PE-80, PN-4 Kg/Cm2

110 mm dia, PE-80, PN-4 Kg/Cm2

125 mm dia, PE-80, PN-4 Kg/Cm2

140 mm dia, PE-80, PN-4 Kg/Cm2

Providing, supplying and fixing of Cast Iron Sluice Valve of following dia of Leader / Kirloskar / Bir / Pelican make class PN-1.6 with flange table-5 conforming to IS-6392-1971 or latest with upto date ammendments complete i.e. welding of flange and fixing with nuts & bolts and gasket including complete process of fixing new valve by all means. The welding of flanges with pipe should be in double layer on the both faces of flanges including carriage of material complete job in all respect with in all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

80mm dia

100mm dia

125mm dia

150mm dia

Royal Construction Company (BID ID -469038)

KIRAN (BID ID -468342)

KUSHAL SINGH RAGHAV (BID ID -468842)

Anil Kumar (BID ID -469203)