Public Works Department-PWD has published Providing And Laying 20 Mm Thick Premix Carpet On Kanheri To Hisar Tohana Road Km 0 . 218 To 0 . 92 ( Road Id 1027 ) In Fatehabad Distt . . Submission Date for this Tender is 03-05-2021. Road Work Tenders in Fatehabad Haryana. Bidders can get complete Tender details and download the document.
| Name of Work: Providing & Laying 20 mm thick Premix Carpet on Kanheri to Hisar Tohana Road Km 0.218 to 0.92 (Road ID 1027) in Fatehabad Distt. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 -5.\nNote:-No earth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer. | BI01010001010000000000000515BI0100001113 | 0.702 | Km (Per Kilo Metre) |
| 2 | 2 | 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.) | BI01010001010000000000000515BI0100001114 | 2569.32 | Sqm (Per Square Metre) |
| 3 | 3 | 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).\nNote:- 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 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 start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. \nNote:-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 | BI01010001010000000000000515BI0100001115 | 2569.32 | Sqm (Per Square Metre) |
| 4 | 4 | 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) | BI01010001010000000000000515BI0100001116 | 2569.32 | Sqm (Per Square Metre) |
| 5 | 5 | Providing & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10cms wide/ 15cm wide complete in all respect such as furnishing all labour, materials, tolls equipments including all incidental costs necessary for carrying out in work at site confirming to the technical specification as clause No. 803 of MORT&H specification for road and bridge works (5th revision) of 2013/ Latest edition. Each container of the thermoplastic material shall have the name trademark or other means of identification of manufacturer, batch number, date of manufacture color maximum application temperature and maximum heating temperature. The thermoplastic paint material shall be of Asian Paint-Apcomark/Berger-Sigmarc/Prismo. The glass beads shall be of Potters/Sovitec/Fleolite. The thermoplastic material shall be sampled and tested in accordance with appropriate ASTM/BS method. The contractor shall furnish to the Engineer-in-Charge a copy of certified test reports from the manufacturer of the thermoplastic material meet all requirement of the specifications. The reflectorzing glass beads shall meet the requirement of clause 803.4.2 and test methods mentioned in clause 803.4.2.4 shall be meticulously followed. The minimum thickness specified is exclusive of surface of glass beads .the method of thickness measurement shall be in accordance with appendix B and C of BS:3262 (part-3).\nNote:- Before start of work the contractor shall give brand , batch no. , manufacturing date of the material to be used and get approved the same from Engineer-In-Charge before use. | BI01010001010000000000000515BI0100001117 | 5.4 | Sqm (Per Square Metre) |
| 6 | 6 | 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 | BI01010001010000000000000515BI0100001118 | 2 | Each |
| 7 | 7 | 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 aluminiumcomposite. Material sheet as base board with pressure sensitive adhesive having 0.5 mm thick Aluminium on both sides. | BI01010001010000000000000515BI0100001113 | 2 | Each |
| 8 | 8 | Providing and fixing of shoulder mounted sign boards 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 Aluminum composite panels as base board with pressure-sensitive adhesive having 0.5 mm thick Aluminum on both sides supported on Mild steel pipe pst 80 mm NB medium class 4 mm thick embedded M-20 grade concrete foundation of size 450 mm x 450 mm x 600 mm, complete as per drawings, Technical specifications and as directed by Engineer-in-Charge 600 x 450 mm Rectangular (Shevron/ Route Marker) | BI01010001010000000000000515BI0100001114 | 4 | Each |
| 9 | 8.01 | 900 mm Equilateral Triangle | BI01010001010000000000000515BI0100001115 | 1 | Each |
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