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CONSTRUCTION OF CC ROAD, PAVER BLOCK WORK, COMPOUND WALL, HALL, SNANGHAT, DRINKING WATER ROOM, RCC WALL, STROM WATER DRAIN AT VARIOUS AREA OF KALAWAD NAGARPALIKA. (2ND ATTEMPT)
1 CONSTRUCTION OF CC ROAD, PAVER BLOCK WORK, COMPOUND WALL, SNANGHAT, DRINKING WATER ₹
BOQ
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil
PROJECT NO . 321/2026-SIDE PROTECTION WORK OF THERUR KSHETHRAM ROAD.(RETENDER)
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
Construction of ICBP Internal Road, Strom Water Drain, Leachate Drain, Recharge Pit, Gate and other allied works for proposed 9TPD Waste Processing Plant under Solid Waste Management Project within Joynagar Majilpur Municipality.
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) Grading – I [P-246; It-4.08(B) of Roads Sch.]
Road of CD work on Padasoli to Gopipura Road at Ch. 2/0
Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in fully automatic Computerised Batching Plant compatiable with Printer and Pen Drive and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 with all required equipments (Dowel Bars & Tie Bar will be paid seprately).
Patch repair work and other repair work of road under Central Store Sub Dn. PWD. Bhopal.
Patch repair work and other repair work of road under Central Store Sub Dn. PWD. Bhopal.