Public Works Department Tender
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Costs
EMD
₹ 3,24,000Document Cost
₹ 15,000Tender 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
2020_HRY_153589_1Bid Award Id
ViewTender No
5684-5733Tender 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 occuring sand shall be used . The amterial finer than 425 micron shal have zero palstcity index(PI). 2. Material to be used and operations of manufacturing shall be approved by the Engineer.
1407.75
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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 occuring sand shall be used . The amterial finer than 425 micron shal have zero palstcity index(PI). 2. Material to be used and operations of manufacturing shall be approved by the Engineer.
2815.5
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Providing and laying first coat surface dressing, including rolling with road roller etc. complete including cost of bitumen VG-10 grade using aggregate 13 mm nominal size 1.00 cum and bitumen VG-10, 0.10 MT per hundred square metre Clause 509 of MoRT&H specification ( 5th edition ) 2013 ( NS).
16170
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Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg. per sqm. On the prepared bitumen/granular surface cleaned with mechanical broom including cost of bitumen as per clause No.503 (5th edition) 2013 as per MoRT&H specification (N.S.)
16170
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Providing and laying 20mm thick premix carpet (PC) excluding cost of tack coat, with mixed material brought from Hot mix plant and laying with paver finisher and compacting with road roller to achieve specified value of compaction and direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect. i/c cost of Bitumen VG-10 grade as per clause 510 MoRT&H specification (5th edition) 2013 (NS). Note:- Before carrying out bituminous work, coating & striping of bitumen aggregate mix is to be performed in accordance with IS-6241. If coating and striping of Bitumien aggregate mix is less than 95%, anti striping agent will be used by contractor. The anti striping agent should confirmed to the requirement as stipulated in IS: 14982: 2017. The coats of incurred will be considered as incidental to work and noting extra shall be payable. The type and brand of anti stripping agent along with procedure shall be approved by SE in charge in writing before starting of work. A proper record of results be m,aintained and same shall be submitted alongwith bills by the contractor.
16170
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Providing and laying ‘B’ type seal coat with VG-10 grade bitumen excluding cost of track coat, with mixed material brought from Hot mix plant and laying with paver finisher and compacting with road roller to achieve specified/ desirable value of compaction as per direction of Engineer including cost of lightining arrangement, sign board and night watch, complete in all respect as per clause 511 and 510.1.3 of MoRT&H specification (5th Edition) 2013 NS.
16170
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Supply collection and carriage if first class brick 22.86 cm x 11.11 cm x 6.86 cm from approved kiln to site of work shall be made from good brick earth confirming to 3.5 of Haryana PWD specification 1990 edition in stacks of 50 bricks length, 2 bricks width and 10 bricks height parallel to the centre line of the road bricks shall be free from saline deposits and shall be sand moulded. They shall be thoroughly brunt without vitrified and shall have uniform deep red, cherry or copper colour. They shall be regular and uniform in shape and size with sharp and squares aries and parallel faces. They must be homogeneous in texture and emit a clear ringing sound on being struck. They shall be free flaws, cracks, chops, stones, nodules or lime or kankar and other blemishes complete as per Haryana PWD specification No. 3.5.1990 First Edition (NS )
49035
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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 340 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).
45
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Providing & laying 80mm thick ISI marked interlocking paver blocks (Confirming to IS: 15658 of -2006/IRC SP-63-2004) of all shapes and colours of design mix cement M-40 over a bed of 30mm thick fine sand complete in all respect [HSR 10.159]
2750
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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 thick steel plate of 50 mm duly painted as per column mentioned in the Drawing and fixing at site in 60 x 60 x 75 cm cement concrete 1:2:4 block complete in all respect.
2
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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 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 embedded in M-20 grade concrete foundation of size (450 mm X 450 mm X 600 mm) / (600 mm X 600 mm X 750 mm) complete as per drawings Technical specification and as directed by Engineer-in-Charge. Size : 1200 x 900
2
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Earth work in excavation in foundations, trenches, etc. in all kinds of soils , not exceeding 2 metres depth including dressing of bottom and side of trenches, stacking the excavated soil, clear from the edge of compaction and subsequent filling around masonry, in 15 cm layers with compaction including disposal of all surplus soil, as directed within a lead of 30 metres ( HSR 6.6 )
47.16
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Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth [HSR 10.28]
43.8
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Reinforced cement concrete 1:2:4 boundary pillars of standard design, fixed in position, including finishing including painting -200 mtr Stone[ HSR 10.131 + 16.74 (b)] @ [(97.65+450% = 537.08) + 20] = 557.08
17
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Reinforced cement concrete 1:2:4 boundary pillars of standard design, fixed in position, including finishing including painting [ HSR 10.131 + 16.74 (b)] @ [(97.65+450% = 537.08) + 20] = 557.08
34
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Reinforced cement concrete 1:2:4 Kilometer stone of standard design, fixed in position, including finishing including painting- Ordinary Km. Stone [ HSR 10.129 (ii) + 16.75 (b) (ii)] @ [(106.70+450% = 586.85) + 23.37+230% = 79.21)] =677.10
3
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First class brick work laid in cement sand mortar 1:4 in foundation and plinth [HSR 11.4 ]
24
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Cement pointing 1:2 deep variety on brick and tile work [ HSR 15.60 ]
59.88
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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 , antitermite 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 the 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 No 29.38,29.44,29.45 & 29.46) including cartage , loading and unloading complete in all respects. Note:- Contractor shall supply bill of manufacture of pipes. Pipes should bear name of manufacturer and ISI mark along with bill duly valid ISI certificate of manufacturer should be supply. Without these bills certificate no payment shall be released.
90
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Laying brick on end edging length- wise 22.86 cm deep and 6.83 cm wide including excavation of earth and refilling the excavated soil and compacting along brick edging complete in all respect with other than brick soling [ HSR 24.6 (b) ]
5880
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