Special repair of Jind-Safidon road to Malar in Jind Distt.

Amount

Earth work in excavation in ordinary soil exclusive of compensation of earth. Kassi work undressed involving an average horizontal throw upto 2 meters, and an average vertical lift upto 0.5 meter including breaking of clods. (HSR 6.2 a) Note:)- Excavated earth may be reused on berms only after the approval of Engineer-in-Charge.

Earth work in excavation in foundations, trenches etc. in all kinds of soils, not exceeding 2 metres 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 15cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. (HSR 6.6)

Dismantling Cement concrete plain 1:2:4 mix (HSR 8.6(d) and disposal of waste material with all lead and lift as desired by Engineer in Charge.

Cement concrete 1:6:12 with stone aggregate 40mm nominal size in foundation and plinth. (HSR 10.32)

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

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

Cement Concrete 1:1:1/2:3 with stone aggregate 20mm nominal size in first storey upto 4 meters above plinth level. (HSR 10.60)

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

First class brick work laid in cement sand mortar 1:4 in foundation plinth. (HSR 11.4)

Brick on edge or tile flooring laid in cement sand mortar1:4 on 75mm thick cement concrete 1:8:16 and 100mm sand filling and cement pointing 1:2 on top. (HSR 14.23)

12 mm Thick Cement Plaster 1:4 on the rough side of single or half brick wall. (HSR 15.5)

Cement pointing 1:2 deep variety on brick and tile work.(HSR 15.60)

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade more for RCC work, where no included 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 respects for all heights/depths/storeys/basements etc. Note:- Reinforcement shall be measured in length including heoks, if any separately for different in diameters as actually used in work, excluding overlaps, wastage, overlaps, Couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other method for binding and placing shall not be measured and cost of these items shall be deemade to be included in the rates for reinforcement. (HSR 18.22)

Preparation of sub grade including trenching, rough dressing of soil, final dressing of earth, to given levels and camber, watering, rolling with road roller, and compacting the bed (HSR 24.1) Note: - In widening portion sub grade will be prepared with the use of Baby roller (HSR 24.1) or width of excavation should be made sufficient wide to accommodate road roller. Extra width required for compaction of sub grade shall not be paid and its expenditure shall be in incidental to the work.

Providing and laying 150 mm thick granular sub base consisting of drainage cum filter layer confirming to Table 400.1 Grading –VI 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. Materials to be used and operations of manufacturing shall be approved by the engineer.

Providing & laying 300 mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam in layer of 75mm each using screening type ‘B’ compacting with 3 wheeled steel roller/vibratory roller to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects.(N.S.) Note: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring 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 80mm thick interlocking paver blocks ISI marked (IS code :15658:2006) of all shapes and colours in design mix cement M-40 as per IRC:SP:63-2004, over a bed of 30mm thick fine sand complete in all respects. [HSR 10.159]

THE KHERI GULAM ALI CO-OP SOCIETY

Narender Koshik, Contractor