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10,901 results • Best match
C/O U-Shape Drain from RD 0/300 to 0/450).
SH P L 25mm thick BC
PROVIDING AND LAYING G.S.B., W.M.M. AND TARRING IN KM. 0/0 TO 0/500) (UNDER O.T.M.N.P. HEAD).
SH Formation cutting 3/5 metre wide km 0/0 to 0/250 and construction of retaining wall at RD 0/135 to 0/166
C/O 900 mm dia RCC hume pipe culvert at RD 0/120 and both side wing walls). Under MMGPY scheme ID MMG/2021/5.
Providing and laying Kharanja stone soling and cement concrete pavement at RD. 0/100 to 0/165 under deposit SDP/2023/494).
Providing and laying 25mm thick Mix seal surfacing with Paver Finisher in Km 1/000 to 2/000
P/L WBM G-I, G-II and 2cm thick premix carpet with seal coat at Km 0/970 to 1/470).
Providing and laying WBM G-I, G-II and Tarring at various RDs in between Km 0/000 to 2/100 and C/O V-shape drain at RD 0/300 to 0/800
C/o U Shape Drain, Grating on Crossing and Interlocking Paver Block Length 60mtr. UNDER SCSP
SH F/C 5/7 mtr wide road at RD 0/930 to 1/495
Improvement of curve, Construction of PCC Retaining wall and Breast wall in wire crate at various RDs
Removal of formation deficiency in km 0/0 tp 1/00, km 0/0 to 0/500 RCC 900mm dia pipe culverts at RDs 0/180, 0/230, 0/360 and 1/480
Construction of cement concrete pavement and R/Wall at RD 1/590 to 1/640
SH Construction of PCC retaining wall breast wall at RD 0/360 to 0/372 and 0/375 to 0/390 C/o 900mm dia RCC Hume Pipe Culvert at various RDs and cement concrete pavement paver block Providing and laying GSB WMM BC in km 0/0 to 0/500 and Const
Sh Marking of both edge line with hot applied thermoplastic compound with reflectorising glass beads on bitumenious surface in Km 3/400 to 9/849
FC and CD in km 0/0 to 1/500)(SW Formation cutting km 0/0 to 0/500)
Providing and Laying WBM G-II for profile correction and 2 cm Thick premix carpet with seal coat Km 2/0 to 2/500.)
(SH- P/L tack coat, P/L 30mm thick B.C. and 2.5mm thick road marking thermoplastic strip from km. 3/0 to 4/0.(HP0301VR0032).
SH loading, unloading, haulage, providing unskilled labour and excavating machinery
C/o 3.00 mtr. Span RCC slab culvert at RD 3/790 alongwith approaches and P/L 80 mm thick interlocking concrete block pavement at RD 3/105 to 3/430) (under NABARD)
Providing and laying Grade-I in Km. 0/00 to 1/00
Providing and laying GSB WMM and 2cm thick premix carpet with seal coat at RD 1/00 to 1/500) Under OTMNP
Formation cutting at Km 0/810 to 0/915, P/L 900mm dia RCC hume pipe culvert at Rd 0/740 C/O R/wall at Rd 0/710 to 0/720
Providing and laying Bituminous Concrete 25mm thick and thermoplastic road marking strip at RD 0/00 to 1/00 (HP0306VR00192)
C/o Hume pipe culvert 900mm dia with wing wall both side at RD 0/050 and V-shpe drain i/c edge wall at RD 0/450 to 0/500, wire crate n at RD 0/145 to 0/155, 0/225 to 0/237 (left side) Under Deposit BASSP
SH C o Retaining wall with Crash Barrier at km 0 250 to 0 271 and V Shape Drain
P/L 25mm thick bituminous concrete in kms 5/0 to 6/0 and G-III with 20mm thick premix carpet in patches and const. of drain at RD 5/100 to 5/200
SH FC Km 0/0 to 1/0 CD Km 0/250 Soling Wearing Tarring Km 0/0 to 0/150
Construction of Retaining wall at R.D. 1/495 to 1/535 and 1/540 to 1/550
P/L M/T in km. 1/0 to 2/0
C/O Causeway at RD 0/040 to 0/065) L 25.00 Mtr
C/o 6.00 mtr. Span Culvert with approach walls at RD 3/320 under MMGSY.
Formation cutting 2.75/5.00 metre wide jeepable standard road km 1/225 to 2/570 and construction of wire crate for dumping site
SH - Construction 3.00 mtr. Span RCC slab Culvert at RD 1/125
Construction of wire crate along with PCC pusta at R. D. 4/665 to 4/685
C/O R/wall at Rd 0/300 to 0/315 B/wall at Rd 0/380 to 0/390 ,P/L Cement concrete pavement at Rd 0/050 to 0/140 , 0/210 to 0/290 , 0/350 to 0/550 0/600 to 0/650) (under PDNA Head)
C/O R/Walls, wing walls at various RD C/O 600mm dia hume pipe culvert at RD. 0/425 and formation cutting 5/7mtr. wide in km. 0/420 to 0/555
SH P L 25mm thick BC
C/O R/wall at Rd 0/250 to 0/282, Edge wall and V- shape drain at RD 0/300 to 0/500).
SH ROFD at RD 0/120 to 0/300 C/o Retaining wall at RD 0/0 to 0/050 C/o 900mm dia HP Culvert at RD 0/120 P/L GSB, WMM and Metalling/Tarring in km 0/0 to 0/300
F/C in 5/7 mtr, wide in K.M. 1/120 to 1/225 and K/Stone soling in K.M. 0/00 to 1/225
SH Formation cutting in km 0/0 to 0/600, C/o hume pipe culvert 900mm dia at RD 0/105 and 0/530 and C/o Retaining at RD 0/065 to 0/080
C/o 900mm dia Hume pipe culvert at RD 1/320 along with wing walls BASP
C/o, Balance work of R/Wall in PCC at R.D. 2/321.50 to 2/321.90 and R/Wall at R.D. 2/301 to 2/321.90
Providing and Laying G-I G-II G-III and M T on Km 0/000 to 1/000
Providing and laying soling and metaling Tarring in Km 4 to 5
(SH- Construction of Retaining Wall at RD 0/565 to 0/670 and embankment R/Wall at RD 0/400 to 0/670(Under SCSP)
SH - Construction of 3.00 mtrs span R.C.C. Slab culvert at RD 0/580