Public Works Department Tender
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Costs
EMD
₹ 21,000Document Cost
₹ 1,000Tender Fee
₹ 1,180
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_HRY_107548_1Bid Award Id
ViewTender No
PWD/EEPD2/TENDERs/15Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://haryanapwd.gov.in/
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Documents
BOQ Items
Providing & laying 75 mm thick (Compacted) stone metal (G-I) 63 to 45mm 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 desired density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications of road & bridges (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respect. (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 engineer.
58.5
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Providing & laying 150 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.
117
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Providing and laying 80mm thick ISI marked interlocking paver blocks confirming to IS : 15658:2006/IRC SP 63-2004 of all shapes and colours in design mix M-40 over a bed of 30 mm thick fine sand complete in all respects. [HSR 10.159]
780
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-
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 360 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).
13.5
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-
Earth work in excavation in foundations, trenches, etc. in all kinds of souls, 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]
57.98
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Cement concrete 1 : 3 : 6 with stone aggregate 20 mm Nominal size in a foundation and plinth.(HSR-10.40)
6.23
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First class brick work laid in cement sand mortar 1:3 in foundation and plinth [HSR 11.5]
29.78
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Cement Concrete 1:1½:3 with stone aggregate 20mm 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)
3.34
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-
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 [HSR 18.22]
1.9
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Brick on edge flooring laid in cement sand mortar 1:4 on 75mm thick cement concrete 1:8:16 and 100mm sand filling and cement pointed 1:2 on top [HSR 14.23]
7.32
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Cement pointing 1:2 deep variety on brick and tile work [HSR 15.60]
24.9
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-
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 1:2:4 block complete in all respect
1
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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) 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
1
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