Forest Environment And Climate Change Department Tender

Construction of embankment with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause305 of MoRT&H Specification for Road & Bridgeworks (5thRevision) & including cost & conveyance of all materials, labour,T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Construction of Subgrade with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 300 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing and laying Granular Sub-base with Grading-VI stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing dry lean cement concrete sub-base by with coarse and fine aggregates conforming to I:S 383, the size of coarse aggregate not exceeding 25mm , aggregate cement ratio not to exceed 15:1, aggregate gradation as per table 600-1, cement content not to be less than 150 Kg/Cum, mixing in concrete mixers with weigh batcher and transporting to work site, laying, spreading and compacting with PRR to the required thickness, finishing and curing as per approved drawing and specification complete in all respect as per Section 900 & Clause 601 of MoRT&H Specifications for Road and Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing un-reinforced, dowel jointed cement concrete pavement over a prepared sub base as per approved mix design, using 43grade cement not less than 400kg/cum, coarse and fine aggregates conforming to I:S 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip from paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler,separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawing and technical specification complete in all respect as per Section 900 & Clause 602 of MoRT&H Specifications for Road and Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409

Painting two coats with synthetic enamel paint of approved quality and shade over a coat of primer at any elevation on kerb, guard post and other structures etc for the finished item of work as per technical specifications complete in al lrespect as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing supplying and laying Design Mix Plain Cement Concrete with grade M20 in footpath complete as per Technical Specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of Technical specifications for road and bridge works(MORTH5th revision) excluding the cost of reinforcement complete & as directed by Engineer in charge.

Applying stamping finish to the top surface of freshly laid plain/reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineer-in-Charge

Drain

Earth work in hard soil or gravelly soil within 50Mtr initial lead and 1.5Mtr initial lift including rough dressin and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 3.0 Mtr in depth and as per direction of the Enginer-in-charge.

Sand Filling in foundation & plinth with water & ramming with roller complete as per the direction of Engineer in charge.

Plain Cement concrete M15 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Reinforced cement concrete M20 including centering and shuttering complete as per drawing and Technical Specifications and instruction of Engineer in charge. Base

Reinforced cement concrete M20 including centering and shuttering complete as per drawing and Technical Specifications and instruction of Engineer in charge. Wall

Supplying, bending, binding, tying and placing HYSD bar reinforcement in complete including cost of binding wire as per drawing and Technical Specifications & as per clause no 1600.of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Back fill complete as per the direction of Engineer in charge.

Providing Steel grating

Foothpath

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Construction of embankment with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Construction of Subgrade with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 300 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing and laying Granular Sub-base with Grading-VI stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing 100*100*25 mm Cobble Stone on footpath including cemeent sand mortar of 1:4 as per Drawing and Technical Specifications including cost conveyance of all materials, labour, and (T&P) required for the work etc comple and as per direction of Engineer in charge.

Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification