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Construction of Various Roads of Taluka Dhanpur Dist Dahod Under PMGSYIV Batch I Package No GJ07P17 Total 1 Road, 2.16 1 Construction of Nalu Kantu Zabu Khajuri Road to Faliyu Road Under PMGSY IV Km 0/00 to 2/164 Ta Dhanpur Dist Dahod
Setting out work completed with construction of reference benchmark/working benchmark (minimum 5per Km ), made of concrete M-10 of size 575x575x450mm with a base of size 900x900x100mm including white washing, marking of chainage, Levels etc.(As per drawing Annex-I) and reference pillars made of cut stone having minimun thickness 65 mm / precast concrete poles/concrete (M-10) filled AC pipes @ 100 m interval embaded in concrete base of M-10 of size 300x300x750mm on both sides of the formation width, marking on centre line setting out curves and recording of central line levels and other required levels and distances etc. including setting out of Cross Drainage structures with required reference pillers and marking etc. as directed by Engineer-in-Charge. The setting out work will be maintaind by the contractor till the completion of work. (A) Reference benchmark/working benchmark (As per drawing annex-I)
Construction of Various Roads of Taluka Dhanpur Dist Dahod Under PMGSY IV Batch I Packg GJ07P16 Total 1 Road, 2.63 1 Construction of Rachva Kautumbi Khabad Falia to Kothar Faliya Road under PMGSY IV Km 0/000 to 2/631 Ta Dhanpur, Dahod
Setting out work completed with construction of reference benchmark/working benchmark (minimum 5per Km ), made of concrete M-10 of size 575x575x450mm with a base of size 900x900x100mm including white washing, marking of chainage, Levels etc.(As per drawing Annex-I) and reference pillars made of cut stone having minimun thickness 65 mm / precast concrete poles/concrete (M-10) filled AC pipes @ 100 m interval embaded in concrete base of M-10 of size 300x300x750mm on both sides of the formation width, marking on centre line setting out curves and recording of central line levels and other required levels and distances etc. including setting out of Cross Drainage structures with required reference pillers and marking etc. as directed by Engineer-in-Charge. The setting out work will be maintaind by the contractor till the completion of work. (A) Reference benchmark/working benchmark (As per drawing annex-I)
Repair of external roads from Switchyard to Power House (RD- 0 m to 2306 m) and Dam security gate to culvert (RD - 2306 to 4656 m) at NBPS, Leh, UT- Ladakh
Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete.
REPAIR TO ROAD AND ROAD FURNITURE AT NAGTALAO UNDER GE BANAR
M&L Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed by Engr-in-Charge.
REPAIRS TO FOOTPATH, HARDSTANDING, CHEQURED TILE AND CONNECTED ITEMS AT MARRIED AREAS AT NSB AND INS SHIVAJI, LONAVLA
M&L for precast factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed by Engr in Charge.
REPAIR TO CONNECTED PATHS PCC HARDSTANDING ETC OF ZONE C UNDER AGE BR DETT-III OF GE 862 EWS
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortor 1:3 (1 cement 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required, including demolition old existing kerb stone, complete all as specified and directed.