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Providing CC Pavement on road from Jakhal Dharsul road to Railway Station Km 0 to 1.100 in Fatehabad District
Providing CC Pavement on road from Jakhal Dharsul road to Railway Station Km 0 to 1.100 in Fatehabad District (ID 5527)
Construction of Major Bridge Somnathali on MDR-9 To Phadtarwadi Somnathali (Old Railway Line) Road MDR-109 Tal. Phaltan
Renewal with BC of Hardoi Railway Mallgodam to Sandi Chungi road (Circular road) in Km-1 to 4(600)
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (Including Bitumen & Labour Cess but Excluding G.S.T.)
Annual Plan-84/2025-26 Velloor GP MAINTENANCE OF VELLOOR JUNCTION RAILWAY STATION NADUPURACKAL SUBCENTRE ROAD IN WARD-05
OD410094/2025-2026:Painting works synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work
REPAIRS TO CI GI DI PIPELINE AT NORTH OF RAILWAY LINE AND AT AF STN MISSAMARI UNDER GE MISSAMARI
Supply, laying and testing GI pipe, Medium Grade, 150 mm bore with all fittings; laid in trenches,complete all as specified and as directed. Note:(i) GI Flanged sockets, rubber board gasket, nuts bolts where ever required shall be measured and paid seperately under respective item at Supply only rates (iii) Labour cost involved for replacement of Flanged sockets, rubber board gasket, nuts bolts etc shall be included in the UNIT RATE QUOTED
Construction of Padampur (Bhatunia) to Nuagaon road Via Goaldih Railway Station under MMSY-TRIP in the District of Keonjhar.
RCC of design mix of M-25 grade having specified characteristics compressive strength/ target mean strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken granite course aggregate of 20mm. .sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)