Strengthening of link road from Ambala Hisar Road to Adu Majra to H.B. Adu Majra in Ambala District (Road ID 102) in Ambala District

Amount

Demolishing cement concrete 1:2:4 or leaner mix (i/c equivalent design mix) by mechanical means including disposal of material within any lead as per direction of Engineer - in - charge. (HSR 5.23.2)

Providing and laying Granular sub base with Coarse Graded material – Grading – I (Table :- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause No. 401 of MoRT&H specifications. Grading I material. (Based on HSR 17.15.1) 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. Materials to be used and operations of manufacturing shall be approved by the engineer.

Providing & Laying WBM (G-I) 63 to 45mm with screening of Type ‘A’ in layer of 75mm each, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications. (HSR 17.22.2) 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. Materials to be used and operations of manufacturing shall be approved by the engineer.

Providing, Laying WBM (G-II) 53 to 22.4mm with screening of Type ‘A’ in layer of 75mm each, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications. (Based on HSR 17.23.2) 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. Materials to be used and operations of manufacturing shall be approved by the engineer.

Providing and Laying 80 mm thick ISI marked lnterlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. (HSR 17.69.2)

Providing and laying of cement concrete blocks of size 0.450 m x 0.300 m x 0.15 m of cement concrete (C.C) M30 grade and spreading 25 mm thick sand underneath filling joints with sand on existing W.B.M./G.S.B. base as per technical specification clause 1503 (HSR 17.66.1)

Providing & Fixing Advance Direction sign board 900x900 square as per IRC 67- 2012 with retro reflective Sheeting Class C, as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 (HSR 34.12.1)

Reinforcement Cement Concrete M-25 grade village Board 1.85x 0.90 x 0.075m of standard design, fixing in position including painting and printing etc. complete as PWD specifications, minimum reinforcement 16 Kg, Embedded in Ground upto 55cm, in M-15 Concrete foundation 600 x 700 x 145 mm. as per Haryana PWD specification (HSR 34.27.5).

Jaspal Singh S/o Sh. Balbir Singh

Sucha Singh

GORAV SINGH JOHAR

M/s Competent Construction