| 1 | 1 | Earth work excavation in ordinary soil exclusive of compensation of earth. (a) Kassi work undressed involving n average horizontalthrow upto 2 metres, and an average vertical lift upto 0.05 metre including breaking of clods. (HSR 6.2(a)) | BI01010001010000000000000515BI0100001112 | 1668.19 | Cum\n(Per Cubic Meter ) |
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| 2 | 2 | Construction of embankment, shoulders and sub grade at RD 2000 to 2550Mtr. with soil of minimum CBR 8 % (4 days soaked) of obtained from borrow area with any lead and lift transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305. The finished road surface will be as per X-section approved by engineer with respect to GTS. In case the quantity of earth work calculated with NSL and finished level found to be less than 825 cum. Then actual quantity (less than 825 cum) will be paid. In case quantity worked out is more than 825 cum, then only 825 cum will be paid. Excess quantity shall be incidental to work and nothing extra will be paid. Further it shall be ensured that atleast 500 mm of sub grade with earth of CBR 8% shall be constructed at each location. Wherever any cutting of existing subgrade is required on this account excavation as well as handling and disposal of earthwork to accommodate minimum 500mm thick subgrade of minimum 8% CBR shall be carried out by the agency at his own cost. Nothing extra will be paid on this account. Before start of work, L-section shall be got approved from the employer with respect to GTS. However, typical X-section attached section-9 of DNIT.\nNote: If soil of CBR 8% is not available then the agency will do appropriate stabilization as per IRC –SP-89-2010 as approved by SE-in-Charge and nothing extra shall be paid on this account and it will be incidental to work. No earth work will be allowed from PWD land.\n\n\n | | 825 | Cum\n(Per Cubic Meter ) |
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| 3 | 3 | Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction (Clause 305.3.4). | | 1668.19 | Cum\n(Per Cubic Meter ) |
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| 4 | 4 | Supply collection and carriage of 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 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) | | 4587 | No\n(Each) |
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| 5 | 5 | 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) | | 550 | Rmtr\n(Per Running Meter ) |
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| 6 | 6 | Providing and laying 225 mm thick granular sub base consisting of 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. \nNote: - 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).\n2. Materials to be used and operations of manufacturing shall be approved by engineer. | | 366.19 | Cum\n(Per Cubic Meter ) |
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| 7 | 7 | Providing & laying 75 mm thick (Compacted) stone metal (G-I) 63mm 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 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.)\nNote:- Only crushed material should be used. No local earth / sand shall be used | | 122.06 | Cum\n(Per Cubic Meter ) |
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| 8 | 8 | Providing & laying 150mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam 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:- Only crust material shall be used. Local earth / sand shall not be used. | | 244.13 | Cum\n(Per Cubic Meter ) |
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| 9 | 9 | Providing and applying primer coat with bitumen emulsion (S.S grade) on prepared surface of granular base inclusing clearing of road surface and spraying primer at the rate of 0.60 Kg/Sqm using mechanical means as per MORT&H specification for road & bridge (5th revision) of 2013 as per drawing and design directed by the Engineer complete in all respect as per clause No. 502 (N.S) | | 1627.5 | Sqm\n(Per Square Meter ) |
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| 10 | 10 | 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 (NS). | | 6280 | Sqm\n(Per Square Meter ) |
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| 11 | 11 | Providing and Laying 50 mm thick (av) Compacted bituminous macadam in (BM) in one layer by drum type hot mix plant and paver finisher with senson control to the required grade as per clause No. 504 table No. 500-4 of MoRT&H specification for road and bridge works (5th Revision) of 2013 using minimum 3.4 % bitumen grade VG-30 as binder content by weight of total mix, complete in all respects i/c cost of bitumen, instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory . If bitumen required in this account more than 3.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. Thickness of laid BM is to be adjusted in such a manner that camber achieved is 2.5% , no additional material shall be admissible for payment of this account | | 81.38 | Cum\n(Per Cubic Meter ) |
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| 12 | 12 | 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). | | 3002.5 | Sqm\n(Per Square Meter ) |
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| 13 | 13 | Providing & laying “B” Type seal coat with VG-10 grade bitumen including supply of fine aggregate mixed and heated with mechanical mixer including rolling with road roller etc. complete as per MoRT&H specification (5th edition) 2013 clause 511 including the cost of bitumen VG-10 grade. | | 3002.5 | Sqm\n(Per Square Meter ) |
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| 14 | 14 | Providing & Marking center line / Zebra Crossing with hot applied thermo-plastic road marking paint complete in all respects such as furnishing all labour, materials tools, equipments including all incidental costs necessary for carrying out the work at site conforming to the technical specification clause 803.4 of MoRT&H specification for road and bridge works (5th edition) 2013 as directed by the Engineer.\nNote: - I). Thermoplastic paint out of following brand will be allowed to be used: \na) Asian paints-Apcomark\nb) Berger Paints-Sigmark\nc) Prismo\nNote: - II). Glass Beads out of following brand will be allowed to be used: \na) Potters\nb) Sovitec\nc) Flexolite | | 22 | Sqm\n(Per Square Meter ) |
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| 15 | 15 | Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in foundation\nand plinth.(HSR 10.39) | | 7.56 | Cum\n(Per Cubic Meter ) |
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| 16 | 16 | Cement Concrete 1:2:4 with stoneaggregate 20mm nominal size in foundation and plinth. (HSR 10.41) | | 10.08 | Cum\n(Per Cubic Meter ) |
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| 17 | 17 | 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 | No\n(Each) |
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| 18 | 18 | Providing & fixing retro reflective hazard marker confirming to IRC79: 1981 of size 900 x 300 mm with back support of M. S. angle 25 x 25 x 3 mm and post of 50 x 50 x 5 mm, 1500 mm high embedded into 0.3 x 0.3 x 0.3 m M20 grade concrete as per site requirements, using non-metallic micro-prismatic retro reflective sheet confirming to IRC: 67-2012 type IV specification fixed on 3 mm thick aluminium composite. Material sheet as base board with pressure sensitive adhesive having 0.5 mm thick Aluminium on both sides. (of reputed make such as Array Dennison/3M) | | 4 | No\n(Each) |
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| 19 | 19 | Pavement Marker (Cat Eyes) Moulded shank raised pavement markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing internal reflection of the light entering the lens face and shall support a load of 16000 KG tested in accordance to ASTM D 4280 Type H and complying to specifications of Category A of MORTH Circular No. W/NH/33023/10-97-DO III dt. 11.06.1997. The height width and length shall not be exceed 50mm, 100mm and 100 mm and with minimum reflective area of 13 Sqcm. On each side and the slope to the base shall be 35+/- degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2 mm and height not less than 30+/- mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer (of reputed make such as Avery Dennison/3M) | | 100 | No\n(Each) |
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