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Providing path way and high mast light to the navabharath park 1st line park In Div. No:42 under AE-01 Section.
Supply and fixing of C.C. Kerb not less than M35 strength of size 400 x 450 x 110 mm thick with bottom thickness of 110 mm upto height of 300 mm and top width of 50 mm thick chamfering with 45° at starts at 300 mm height to 375 mm height as selected by the Engineer-in-charge from approved source/factory which is laid on existing CC Bed 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 and including cost and conveyance of all materials & labour charges including transportation from approved source, loading & unloading charges including contractor profit & overhead charges complete for finished item of work. For CC Kerb
Special Repair for Culvert And Small Bridges at Verious Roads Under Sub Dn. No. 1 Rajnandgaon (Zonal Agency)
(b) For Sub-base cum drainage layer or upper sub-base with
Special Repair for Culvert And Small Bridges at Verious Roads Under Sub Dn. No. 2 Rajnandgaon (Zonal Agency)
(b) For Sub-base cum drainage layer or upper sub-base with
Annual Plan-Malappuram District Panchayath - 2026 -2027 - Project No 200/27 -Improvement Works To Pallipparamba GUP School Road In Kuruva Grama Panchayath-General Civil Work
Renovation of Road - Construction of Drainage
ADEN/MYA Sub-division : JnanaBharathi - Halt (GNB - H) Stn : Proposed Extension of PF-1 and PF-2 for a length of 95.00 mts with 5 mtr width, Construction of 1 No's of Pay and use Toilet along with Divyanjan Toilet, Drinking water Booths, Platform Shelter at Jnanabharathi-H(GNB-H) station between Bengaluru - Yeliyur section, under ADEN/MYA jurisdiction. Maintenance period is 6 months or one monsoon period whichever is later.
Supply of SS Drinking water basin to the Each following Spec.Top Basin inverted conical shape with top 1m dia,Bottom 0.40m dia & Height of 0.30m made of 18swg SS 304 sheets with top edge rolled by 8mm dia steel rod and bottom ring made of 25mm dia 16swg polished pipe.Center vertical post made of 4" dia pipe with 1.6mm MS Flange bolted to 1 1/2" Sq MS sq pipe frame.Water inlet made of 1" 16swg SS pipe, 1 1/2" dia MS Elbow for Drainage complete with 4 nos push type taps as directed by Engineer-in-charge.[LOA No.00843310055422 dt:2.6.22] Total 2908029.50
Construction of Bridge at Chainage Km 0.30 on the Road Connecting the District Main Road near Hunasenahalli from the SH-09 Bypass via D. Palya, Narasapura, Jagareddihalli and Andhra Pradesh Border
Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705 ---- including the cost and conveyance of all materials, Curing, cost of labour hir...