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Costs
EMD
₹ 90,000Document Cost
₹ 5,000Tender Fee
₹ 1,180
Summary
Dnit For Construction Of New Road From Butan Kheri To Manak Majra Km 0 To 0.910 In Karnal District Cm Announcement Code 20556 Dated 24.09.2017
Description
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Contact
Tender Id
2021_HRY_158601_1Bid Award Id
ViewTender No
DNIT for construction of new road from Butan KherTender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://haryanapwd.gov.in/
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Documents
BOQ Items
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Providing & laying 150mm 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 engineer.
746.25
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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 13mm 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).
4455
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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.)
4455
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Providing and laying 20mm thick premix carpet (PC) excluding cost of tack coat, with mixed material brought from drum type 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 & stripping of bitumen aggregate mix is to be performed in accordance with IS – 6241. If coating and stripping of bitumen aggregate mix is less than 95%, anti-stripping agent will be used by contractor. The anti – stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and nothing 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 start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. Note:-Before laying PC on existing black top all cracks shall be sealed as MoRT&H specification (5th edition) clause No. 3004.3. which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2 and 3004.3.3 of MoRT&H specification (5th edition) 2013 respectively. Proper measurement and consumption shall be entered in MB for fog seal/or crack filling/ or patch work but no payment on this account shall be made as fog seal/or crack filling/ or patch work is/are incidental to work.
4455
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Providing and laying ‘B’ type seal coat with VG-10 grade bitumen 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/desirable value of compaction as per direction of Engineer including cost of lighting 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).
4455
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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 sides of trenches, stacking the excavated soil, clear from the edge of excavation 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).
194.35
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Cement Concrete 1:6:12 with stone aggregate 40mm nominal size in foundation and plinth [HSR 10.32]
24.51
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Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth (HSR 10.39)
25.2
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Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth (HSR 10.41)
7.2
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Cement concrete 1:1½:3 with stone aggregate 20 mm 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 extra over Item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used, instead of 1:2:4. {HSR 10.82 + 10.95 (a)}
6.4
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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 30 mm thick fine sand complete in all respects. [HSR 10.159]
520
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First class brick work laid in cement sand mortar 1:5 in foundation and plinth. (HSR 11.3)
7.8
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First class brick laid in cement sand mortar 1:4 in foundation and plinth (HSR 11.4)
38
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12 mm thick cement plaster 1:4 on walls (HSR 15.5)
90
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Cement pointing 1:2 deep variety on brick and tile work. (HSR 15.60)
87.24
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Steel reinforcement TMT bars FE-500 EQR / FE-500 D grade or 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 / storey’s / basements etc. Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (HSR 18.22)
5.7
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Supply collection and carriage if First class brick 22.86cm x11.11cmx6.86cm from approved kiln to site of work shall be made from good brick earth conforming 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 center line of the road Bricks shall be free from saline deposits and shall be sand molded. 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 arise 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)
13592
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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 soiling. {HSR 24.6 (b)}
1620
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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.
29.25
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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 320 Kg/ per cum with digital batching plant duly compacted with table vibration including setting in position on end edging of interlocking paver blocks on both sides.
9
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Reinforced cement concrete 1:2:4 boundary pillars of standard design, fixed in position, including finishing and painting. [HSR 10.131 + 16.74 (b)].
8
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Reinforced cement concrete 1:2:4 Kilometre stone of standard design, fixed in position, including finishing and painting Kilometre stone on village roads [HSR 10.129 (iii)+ 16.75 b (iii)]
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 (600 mm X 600 mm X 750 mm) complete as per drawings Technical specification and as directed by Engineer-in-Charge. (Size 1200mm x 900 mm)
2
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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 fixing RCC village Boards 1.85x0.90x0.075mtr with CC 1:1½:3 including cost of steel and 6mm thick CM plaster 1:4, loading and un-loading carriage at site of work, fixing of site in CC 1:4:8 and painting sign board with synthetic enamel paint two coat complete in all respect as per drawing and design.
Note:- In case of any difference in the unit & nomenclature of any of the HSR items depicted in this DNIT and that given in HSR. the unit and nomenclature given in HSR Shall be applicable.
ii) In case of any difference in the unit of any Non- schedule items depicted in this DNIT and the Conventional unit of that N.S Item as per practice in this department the conventional unit as per practice shall be applicable.
1
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