Re-Tender SR by providing relaying C.CB with side drain on link road to Ghaghot Km 1.59 to 2.20 Km in Palwal Distt.

Amount

Civil Works

Dismantling of existing CC Block pavement including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or desired by Engineer (NS)

Preparation of berms including filling of Earth work, excavation and cutting of earth in all kind of soils including dressing the bank, side slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour hardness wetness irrespective of all lead and lift, but including Compensation for earth taken from private land, fields etc. and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305and to the entire satisfaction of the Engineer of the work conforming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 Ist edition. As per X-section attached at DNIT at Section -9.Note:-No earth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer.

Providing and laying 150mm thick granular sub base consisting of drainage cum 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. Materials to be used and operations of manufacturing shall be approved by the engineer.

Providing and laying 150 mm thick granular sub base consisting of 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.

Manufacturing, supplying and laying of precast cement concrete rectangular block (0.45 M x 0.30 M x 0.15 M ) M-30 grade using minimum cement concrete 320 Kg/ per cum with digital batching plant duly compacted with table vibration including setting in position over bed prepared with 25mm thick fine sand and filling up the joints with fine sand (NS)

Relaying old CC blocks over 25 mm thick fine sand including transportation from road side where stacked excluding cost of CC blocks and complete in all respect as per specifications (NS).

Earth work in excavation in foundations, trenches, etc. in all kinds of souls, not exceeding 2 meters 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 meters (HSR 6.6

Cement Concrete 1:8:16 with stone aggregate 40mm nominal size in foundation and plinth. (HSR 10.28)

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

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

Cement Concrete 1:1½:3 with stone aggregate 20mm thick 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)

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

12 mm thick cement plaster 1:4. (HSR 15.5)

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

Fe-500 EQR TMT steel bars for RCC works, where not included in the complete rate of RCC including bending, binding and placing in position complete. (N.S.) Note:- Reinforcement shall be measured in legth 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 biding and placing, shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.

Providing, lowering, cutting, jointing and testing 600mm dia RCC pipe Class NP-3 as per IS 458-2003 with Spigot and socketed joints manufactured with ISI marked Sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked, ant termite as required at site, into trenches, for all depths and laying out the same to correct alignments, gradients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required jointing with rubber rings in trenches and jointing with 1:1 ½ cement sand mortar and with end dowels filled with 1:1 ½ cement sand mortar and finishing and joints at angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in (HSR item 29.38, 29.44, 29.45 & 29.46) including cartage, loading and unloading complete in all respects. Note:- Contractors shall supply bill of manufacture of pipes. Pipes should bear name of manufacture and ISI mark along with bill duly valid ISI certificate of manufacture should be supply. Without these bills certificate no payment shall be released.

Providing and fixing public information board consisting of 75 mm GI pipe of size 2.45 mtr X 1.15 mtr X 900 mm GI sheet 16 gaze connected / welded with 5mm thick steel plate of 50mm duly panted as per column mentioned in the drawing and fixing at sight in 60X 60X75 cm cement concrete 1:2:4 block complete in all respect (NS)

Providing and installing shoulder mounted directional singages 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 Aluninium 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 80mm NB medium class 4 mm thick embedded in M-20 Grade concrete foundation of size (450 mm X450mm X600mm) /(600 mmX 600mmX600mm) complete as per drawings technical specifications and as directed by Engineer-In-Charge. Size 1200 X 900mm