Special repair by providing Cement Concrete pavement on service road of ROB Ballabgarh on Ballabgarh Pali Dhauj Sohna Road in Faridabad District

Amount

Providing and laying 150 mm thick granular sub base consisting of filter layer confirming to Table 400.1 Grading - III of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Material and operation manufacturing shall be approved by engineer.

Providing and laying 150mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading –Vl of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC carriage of mix material to the site work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&h specifications. Note:- 1 Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Material to be used and operation of manufacturing shall be approved by engineer.

Providing and laying 100 mm thick Dry Lean Cement Concrete Sub –Base Construction of dry lean Cement Concrete M-10 sub base over a prepared sub grade with coarse and fine aggregate conforming to IS 383 the size if course aggregate not exceeding 25 mm aggregate cement ratio not to be exceed 15:1 aggregate gradation after blending to be as per table 600-1of MoRT&H specification (5th edition) cement content not to be less than 150 kg/ cum optimum moisture content to be determined during trail length construction, concrete strength not to be less than as per ISI marked provision MPA at 7 days mixed in the batching plant transported to site laid with a paver compacting with 5-10 tonne vibratory roller, finishing and curing as per clause 601 of MoRT&H specification (5th edition ) 2013. Note: - If cement contents are required more than 150 Kg. per cum to achieve strengthening it will be incidental to work and nothing shall be payable on this account.

Providing and laying 230 mm cement concrete of un-reinforced, dowel jointed, plain cement concrete pavement M-40 over a prepared sub base with 43 grade cement @ minimum 400 Kg. per cum, coarse and fine aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a slip form paver, spread, compacted and finished in a continuous operation including provision and cost 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 drawing, panel size 2.75 mtr. x 3.5 mtr., Dowel bars 400mm long 32mm dia MS bar. @300mm C/C, tie bars - 640mm deformed bars, 12mm dia @720mm C/C, provide 125 micron PVC sheet between DLC & PQC and MoRT&H specification No.602. 5th edition 2013 (NS) Note: - Minimum cement contents for this item will be 400 Kg. per cum of concrete asper approved job mix formula. If the cement content is more than 400 Kg./cum, then the extra cement will be incidental to work and nothing shall be payable on this account.

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and side of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15cm layers with compaction including disposal of all surplus soil, as directed within a lead of 30 metres [HSR 6.6]

Cement concrete 1 : 4 : 8 with stone aggregate 40 mm Nominal size in foundation and plinth. (HSR 10.39)

Cement concrete 1: 1½:3 with stone aggregate 20 mm. nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centering and shuttering laid in position, complete in all respect.(HSR 10.82 + 10.95 (a)

Cement concrete 1:1½:3 with stone aggregate 20 mm. nominal size of reinforced concrete work for walls exceeding 20 cm. thickness (straight and curved) beams, girders, stairs, columns, (square of rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering laid in position completed in all respect. (10.90 + 10.95 (a)

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls (10 cm to 20 cm thickness) straight and curved excluding steel reinforcement but including centering and shuttering, laid in position, complet (HSR 10.87+Note 10.95 (a)

Steel reinforcement TMT bars Fe-500 EQR /Fe-500 D grade or more for RCC works, where not including in the complete rate of RCC including straightening,bending, binding wastage,overlaps,welded joints,spacer bars,chairs,stays,hangers and annealed steel wire etc. and placing in position complete.in all respect for all height/depth/storey/basement etc., Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps,wastage,overlaps,coupling,welded joints,spacers bars,chair,stays,hangers and annealed steel wire or other methods for binding and placing shall be deemed to be included in rate of reinforcement (HSR 18.22)

Providing & fixing public information board consisting of 75 mm GI pipe of size 2.45 m X 1.15 m with 900 mm X 900 mm GI sheet 16 gauge connected/welded with 5 mm th. Steel plate of 50 mm duly painted as per column mentioned in the Drawing and fixing at site in 60x60x75 cm cement concrete 1:2:45 block complete in all respect

Providing and installing shoulder mounted direction signage of various sizes using non-metallic micro prismatic retro reffective sheet conforimng to IRC-67-2012 type IV, HIP specfication fixed on 3 mm thick Aluminium composite panels as base board with pressure sensitive adhesive having 0.5 mm thick Aluminium on both sides supported on single or two nos, Mild steel pipe post 80 mm NB medium class 4 mm thick embeded in M-20 grade concrete foundation of size (450 mm X 450 mm X 600 mm) / (600 mm X 600 mm X 600 mm) complete as per drawings Technical specfication and as directed by Engineer-in-Charge. More than 0.9 Sqm board (To be supported on Two Nos:M.S Pipe posted) Size 1200 X 900

vishal ahluwalia construction co.

M/s Daksha Construction

The Kapil CoOp LandC Society Ltd