2 Nos. roads of side drain (i) CMBK road in village Bawwa (Road ID -1653) (ii) RCC side drain and road furniture on PSR road (NH-71 B) (Group - XIV) in Rewari Distt.(Re-Invited)

Amount

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

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 respects. (HSR 10.82 + 10.95 a)

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

Cement concrete 1:1.5:3 with stone aggregate 20mm nominal size for reinforced concrete work in footing, strips, foundation, rafts, pedestal and approach slabs of bridges etc. but excluding steel reinforcement and including centring and shuttering, laid in position, complete in all respects. (for work upto 1.5 Mtrs. below ground level). [HSR. 10.90 + 10.95 (a)].

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

Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth level. (HSR 10.41)

First class brick laid in cement sand mortar 1:4 in foundation and plinth. [HSR 11.4]

12 mm thick cement plaster 1:4 on walls. [HSR 15.5]

Fe-500 EQR TMT steel bar for RCC work, where not included in the complete rate of RCC including bending, binding & placing in the position complete. (Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS:1732.Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing, shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement). (NS)

Providing and laying 200 mm thick granular sub base consisting of drainage 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 to be used and operations of manufacturing shall be approved by engineer.

Providing and laying 80mm thick ISI Marked interlocking paver block conforming to IS:15658: 2006/ IRC SP 63-2004 of all shape and colours in design mix cement M-40 over a bed of 30 mm thick fine sand completed in all respects (HSR 10.159).

Providing and fixing of shoulder mounted sign boards of various sizes using non-metallic micro prismatic retro reflective sheet conforming to IRC: 67-2012 type IV HIP specification fixed on 3mm thick Aluminum composite panels as base board with pressure-sensitive adhesive having 0.5mm thick Aluminum on both sides supported on Mild steel pipe post 80mm NB medium class 4mm thick embedded M-20 grade concrete foundation of size 450mmx 450mmx 600mm, complete as per drawings, Technical specifications and as directed by Engineer-in-Charge. (N.S.):- 600 mm Equilateral Triangle

800mm x 600 mm rectangular

Providing & fixing road side delineator of height 1200 mm made of M. S. tube size 100 x 80 mm having thickness 1.2mm of height 900 mm and balance 300 mm of M. S. angle 25 x 25 x 3 mm. Having micro prismatic retro-reflective panel conforming to IRC : 67-2012 type 4 HIP and of size 80mm x 150mm on both sides as per clause No. 800 of MORT&H. Complete delineator processed by heat treatment process to makes it resistant to all weather effects fixed in C.C. 1:2:4 block size of 300 x 300 x 450 mm as clause No. 806 of MORT&H specification 5th revision 2013. (N.S.)

Providing & fixing retro reflective hazard marker confirming to IRC79: 1981 of size 900 x 300 mm with back support of M. S. angle 25 x 25 x 3 mm and post of 50 x 50 x 5 mm, 1500 mm high embedded into 0.3 x 0.3 x 0.3 m M20 grade concrete as per site requirements, using non-metallic micro-prismatic retro reflective sheet confirming to IRC: 67-2012 type XI specification fixed on 3 mm thick aluminium composite. Material sheet as base board with pressure sensitive adhesive having 0.5 mm thick Aluminium on both sides. (N.S.)

Providing and Making Rumble strips before pedestrian crossing 5 mm thick (Minimum) with hot applied thermo-plastic road marking paint 15cm wide complete in all respect such as furnishing all labour, materials, tolls equipments including all incidental costs necessary for carrying out in work at site confirming to the technical specification as clause No. 803 of MORT&H specification for road and bridge works (5th revision) of 2013 / Latest edition. Each container of the thermoplastic material shall have the name trademark or other means of identification of manufacturer, batch number, date of manufacture color maximum application temperature and maximum heating temperature. The thermoplastic paint material shall be of Asian Paint-Apcomark/Berger-Sigmarc/Prismo. The glass beads shall be of Potters/Sovitec/Fleolite. The thermoplastic material shall be sampled and tested in accordance with appropriate ASTM/BS method. The contractor shall furnish to the Engineer-in-Charge a copy of certified test reports from the manufacturer of the thermoplastic material meet all requirement of he specification. The reflectorzing glass beads shall meet the requirement of clause 803.4.2 and test methods mentioned in clause 803.4.2.4 shall be meticulou8sly followed. The minimum thickness specified is exclusive of surface of glass beads. The method of thickness measurement shall be accordance with appendix B and C of BS:3263 (part-3). Note:- Before stat of work the contractor shall given brand, batch no., manufacturing date of the material to be used and get approved the same form Engineer-In-Charge before use

Providing & fixing public information board consisting of 75mm G.I pipe of size 2.45 x 1.5 meter with 900x900mm G.I sheet 16 gauge connected / welded with 5mm steel plate of 50m duly pointed as per column mentioned in the drawing & fixing as site in 60x60x75 cm CC 1:2:4 blocks complete in all respects

Providing and installing shoulder mounted direction signage of various sizes using non-metallic micro prismatic retro reflective sheet conforming to IRC-67-2012 type IV, HIP specification fixed on 3 mm thick Aluminum composite panels as base board with pressure sensitive adhesive having 0.5 mm thick Aluminum on both sides supported on single or two nos, Mild steel pipe post 80 mm NB medium class 4 mm thick embedded in M-20 grade concrete foundation of size (600 mm X 600 mm X 750 mm) complete as per drawings Technical specification and as directed by Engineer-in-Charge. (Size 1200x 900mm)