Loading
Loading…
Loading…
4,972 results • Best match
Construction of platform for 60 No of Trash Racks and 10 No of Blank panels
Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement mortar 1:5 cement concrete 1:2:4 in coping around cover and frame etc. as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm.[For Drainage of water from platform] 150mm internal Diameter S. W. gully trap with H.C.I. grating and cast iron cover weighing approximately 7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm
Estimate for Remodeling/Re-construction of V.R. Bridge At RD 25515 of Minor no. 2 and raising of VRB 18870 of Minor 2 of BARNALA DISTY
Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6meter long GI 100 mm dia drainage GI light grade pipe.
Providing New Deep Borewell and Submersible pump motor, Starter Panel and Sintex Tank to Tambaram Fish Market in Ward no.49 at Zone 4 TCMC
Drilling of Borewells anywhere in Tambaram city Municipal Corporation including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site (as per Tamilnadu water supply and drainage Board Lr.No.F.251112/Drilling Rate/AE 4/CoM/2021/Dt 27.04.2022)
Providing New Deep Borewell and Submersible pump motor, Starter Panel and Sintex Tank to Tambaram Sanatorium Bus Stand in Ward no.33 at Zone 4 TCMC
Drilling of Borewells anywhere in Tambaram city Municipal Corporation including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site (as per Tamilnadu water supply and drainage Board Lr.No.F.251112/Drilling Rate/AE 4/CoM/2021/Dt 27.04.2022)
IMPROVEMENTS OF GURUVAYANAKERE UPPINANGADY PUTTUR SH 118 FROM CH 20.43 TO 21.80 KM AND 24.45 TO 26.00 KM IN PUTTUR TALUK DAKSHINA KANNADA DISTRICT
SIDE AND CROSS DRAINAGE
PROVN OF MOTIVATIONAL HALL (STR-250) ALONGWITH 06 X TOILETS AND URINALS AT NAYA RAIPUR UNDER AGE (I) RAIPUR
Sch 'A' Part-VIII (Area Drainage) Lump sum price worked out by the contractor for 'Area Drainage' as listed in Schedule 'A' Part-VIII against the lump sum price inserted by the MES.