Loading…
Loading…
10,901 results • Best match
C/O 600mm dia hume pipe culvert at RD. 0/210 M/T work at RD. 0/0 to 0/650
C/O Cement concrete pavement at RD 0/635 to 0/795)
SH Providing and laying GSB WMM BC including V Shape drain at km 0/0 to 0/500
Providing and laying Open-Graded Premix Carpet of 20 mm thickness at km 0.00 to 1.110
Construction of Hume pipe culvert at R.Ds 0/900 and 1/195 and Edge wall/Retaining wall at R.D. 0/880 to 1/160 and providing and laying cement concrete pavement at R.D. 0/880 to 1/080) Under SCSP.
C/O 6.00 mtr. span RCC slab culvert at RD 0/300 i/c both side approaches.
C/o R/wall at R/D. 0/215 to 0/0232 cement concrete pavement at RD. 0/230 to 0/380( G.P) Railly
SH Providing and Laying GSB, wearing Coat G-II and Tarring works in km 0/0 to 0/600
P/L cement concrete pavement at various Rds and C/O 900 mm dia RCC Hume pipe culvert at Rd 0/315 , P/L G.S.B, WMM Tarring in km 0/315 to 0/480, Edge wall at Rd 0/405 to 0/480 0/585 to 0/600 V-shape drain at rd 0/200 to 0/400 0/415 to 0/480) (Unde
5/7 meter wide Formation Cutting in Km 1/330 to 2/045
SH Providing and laying GSB, G-II, G-III and metalling tarring at RD 0/0 to 0/400.
P/L G-III Cement Concrete Pavement at RD. 0/200 to 0/480 U-shape drain at RD 0/200 to 0/275 45.00 Meter Edge wall with U-shape drain at RD. 0/275 to 0/480 and sump
SH ROFD in Km 0/0 to 0/585 C/O Retaining wall and cross drainage work
C/O Breast wall at RD 1/282 to 1/315 and 1/650 to 1/737
C/O Khranja soling AND CC pavement in various RDs 1/780 to 1/855,2/090 to 2/195 and 2/300 to 2/390)
P/L Cement concrete pavement at Rd 0/600 to 0/650, 4/500 to 5/00 (Actual Rd. 0/600 to 0/650, 1/050 to 1/120, P/L M/T at rd 4/400 to 5/200 and R/wall at rd 2/100 to 2/115 and 4/050 to 4/078) (Under PDNA) Time Limit - Three month Cost of Form-Rs. 2000
SH C O Approaches on both sides of Bridge Deposit work BBNDA
SH 30 mm Bituminous concrete Thermoplastic paint strip in K m 0 0 to 2 250
Formation Cutting, Providing and Laying WBM Gr.I,II and Metalling Tarring by 25mm thick BC in between km. 0/00 to 0/700, Construction of RCC HPC at RD 0/410 and 0/840 and Road side drain in km. 0/00 to 0/700) Under DMFT Deposit
C/o 6.00 mtr. Span Culvert with approach walls at RD 0/275 under MMGSY
SH C/O retaining walls and hume pipe culvert at various RD in Km 0/0 to 1/0
( Sub Head - Providing and Laying Kharanjha Soling in km. 0/00 to 0/255 and Cement Concrete Pavement in km 0/00 to 0/050 under Deposit SID-BSP/2024/646)
C/O R/Wall at RD. 1/165 to 1/180).(Under PDNA).
Construction of Retaining Wall at RD. 1/300 to 1/310 and U-Shape Drain at RD. 2/593 to 2/600)
Rectification of crust by laying 30mm thick Bituminous Concrete in Km.0/00 to 2/800
SH Construction of B/wall at RD 0/810 to 0/825 and P/L Kharunja Stone Soling at Various Rd Between Km 0/00 to 1/00
Providing and Laying Metalling and Tarring in approaches portion preparation of subgrade and P/L WBM G-I, G-II, G-III and parapets etc.
C/o R/wall in PCC 1-4-8 at RD 1/070 to 1/085
ROFD , C/O R/wall at Rd 0/245 to 0/275 0/340 to 0/360, P/L 900mm dia RCC Hume pipe culvert at Rd 0/240, 0/350 0/425, P/L GSB, WMM Tarring in Km 0/240 to 0/600) (under MMGSY)
Removal of Formation Deficiency from km. 8/060 to 8/915 and 5/7 mtr. Formation cutting from km. 8/915 to 9/450 and C/O 900mm dia RCC hume pipe culvert at RD. 8/465 with wing wall in Random Rubble Masonry CM 1.6) Under SCSP/ Deposit
P/L 25mm thick bituminous concrete in kms 0/0 to 2/0 and G-III with 20mm thick premix carpet in patches and U-shape drain at RD 0/400 to 0/500, RD 1/700 to 1/800 and interlocking concrete paver block in kms 0/350 to 0/430.
SH P L 25mm thick BC
P/L 900mm dia RCC Hume pipe culvert at Rd 2/135 P/L GSB 2/00 to 2/500 ) (DC Deposit)
C/o Hume pipe culvert 900mm dia at RD 0/660 with wing wall and wing wall at Rd 0/805) Under PDNA
C/o R/wall at Rd 0/946.10 to 0/966.10)
SH Metalling and Tarring C/o V Shape drain in km 0/0 to 1/0
(SH- Construction of Cross drainage Causeway at RD 0/300 to 0/365 Under SCSP
SH Providing and laying WMM and Metalling/Tarring in km 0/0 to 0/360
Formation cutting at RD.10/0 to 11/0
PL Pot hole, Bitumen Concrete and 2.5 mm thick road marking strips in km 11/570 to 16/00
Construction of 5/7 Metre wide formation cutting, Retaining walls, Breast walls, construction of RCC slab culvert 3.00 Metre span and Providing and laying Granular Sub Base, Soling and Wearing stone aggregate at RD. 0/0 to 0/330
C/o, Hume Pipe Culvert at R.D 6/974 and wire crate R/Wall at R.D. 7/200 to 7/207.50
SH Removal of formation defficiency and Cross drainage in Km 0/0 to 2/500
SH Providing and laying Roller compacted concrete pavement and cross drainage at various RDs in Km 0/0 to 0/250
C/O ROFD, Cross drainage work, GSB, WMM, Tarring , Road Side V-Shape drain, Parapets and Road side sign board) (RIDF- XXVIII)(Under NABARD) (i/c 5 years of routine maintenance)
C/O SOLID CAUSE WAY ALONGWITH HUME PIPE CULVERT BOTH SIDE AT RD. 2/785 TO 2/825) (UNDER OTMNP HEAD).
Construction of PCC Retaining walls at R.D. 4/510 to 4/520
Construction of R/wall in wire rate at RD 0/745 to 0/754.60) under SCDP.
Repair to Pot Holes in km 0/00 to 1/435
SH Construction of Retaining wall CD work and V-shape drain