Works Department Tender

Back filling behind abutment, wing wall and returnwall complete as per drawing & technical specification Clause 1204.3.8

Plain Cement Concrete M10(1:3:6) nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Providing concrete for plain/reinforced concrete in M15(1:2.5:5) open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Plain/reinforced cement concrete in M15(1:2.5:5 nominal mix) sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

R.C.C. M25 in foundation raft using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.

R.C.C. M25 in Substructre using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.

R.C.C. M25 in Superstructure using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing

Providing and laying cement concrete wearing course M 30 grade Including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Supplying, fitting and placing HYSD bar reinforcement (Fe 500) complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Gravel Backing to Revetments/ underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered /concrete surfaces as per drawing and technical specification under section 1700 of MORD.

Providing & laying grannular sub-base using good laterite moorum with admixture of sand including & laying spreading in uniform layers watering & compacting with 8-10 tonn PRR including cost,conveyance,royality & all other taxes of materials,labour charges,T&P etc. required for the work complete

Filling in foundation and plinth with sand well watered and rammed including cost conveyance roylaties taxes of all materials and labour etc complete

Back filling behind abutment, wing wall and returnwall with excavated materials complete as per drawing & technical specification Clause 1204.3.8

Providing cement concrete (1:3:6) mix with 40mm nominal size stone aggregate in foundations upto a depth of 1.50 m. bellow ground level and upto a height of 1.50m. above ground level / bed level including cost and conveyance of all materials to site and all labour charges complete as per direction of EIC

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement,thickness as per design, over a prepared sub-base, with 43 grade cement of any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125micron thick polythene film,wedges,steel plates including levelling the form work as per drawing), spreading the concrete with shovel,rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contaction and expansion, construction joints, applying debonding strips, primer, sealant,dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved,curing of concrete slabs for 14-days, curing compound (where Spefied) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Providing, laying & spreading of good laterite moorum in both sides berms to an uniform thickness & rolling with PRR including cost, conveyance & royality of materials, labour, PRR charges,T&P etc. required for the work complete.