Ministry Of Road Transport And Highways Tender
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Costs
EMD
₹ 1,73,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MoRTH_595809_1Bid Award Id
ViewTender No
03/03.11.2020/CWD/ABOHARTender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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BOQ Items
Providing, laying, spreading & compacting clean, crushed, graded aggregate & granular material, premixed with water to dense mass on a prepared sub grade/sub base /base or existing pavement as the case may be with the requirtments of these specification. The material shall be laid in one or more layers as necessary to lines,grades &cross sections shown on the approved Drawings or as directed by the engineer.The thickness of single compacted Wet Mix Macadam layer shall not be less then 75mm when vibrating or other approved types of compacting equipment are used , The compacted depth of a single layer of the sub base course may be upto200mm with the approval of the engineer. Wet Mix Macadam shall be prepared in an approved mixing Plant to suitable capacity having provision for controlled addition of water and forced/positive mixing arrangement like Pugmill or pan type mixer of concrete batching plant.The thick in suitable two layers of 125/125mm thick each, with materials conforming to physical requirement laid in Table 400 -15 and grading laid in Table 400-14 of MoRT&H specifications, spreading by a Paver Finisher as per clause 406.3.4 to the required thickness, slopes, grades and rolling with smooth wheel roller ( 80-100KN) for compacted single layer does not exceed 200 mm and vibratory roller (80-100 KN ) for layer upto 250/225mm till density achieved is 98% of maximum dry density in laboratory, checking for any high spot corrected by removal or adding fresh material including cost of tool and plants, template, barriers, lighting arrangement at night, maintenance of diversion, regulation of traffic etc. complete in all respects as poer MoRT&H specifications clause No 406 as per instructions and to the entire satisfaction of Engineer, Arrangement of quality control and traffic arrangement shall be done as per section 900 and clause 112 of MoRT&H (5th revision) 2013 respectively.
697.9
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Providing and applying Primer Coat with Emulsion (Rapid Setting) as per I:S 8887 with approval of Engineer @ 6Kg /10 sqm. area with pneumatic tired self propelled pressure sprayer equipped with self heating arrangement, suitable pump, adequate capacity compressor and spraying bar with nozzles for spraying material uniformly at specified rate including all kind of material and labour inclusive of cleaning of surface free from dust, dirt and any extraneous materials including curing as per requirements including cost of barriers, lighting arrangements at night, maintenance of diversion, and regulation of traffic etc. complete in all respects as per MoRT&H specifications Clause No. 502 Fifth Revision 2013.
2925.1
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Providing and applying Tack Coat with Emulsion (Rapid Setting) as per I:S 8887 with approval of Engineer @2kg./10Sqm. area with pneumatic tired self propelled pressure sprayer equipped with self heating arrangement, suitable pump, adequate capacity compressor and spraying bar with nozzles for spraying material uniformly at specified rate including all kind of material and labour inclusive of cleaning of surface free from dust, dirt and any extraneous materials including curing as per requirements including cost of barriers, lighting arrangements at night, maintenance of diversion, and regulation of traffic etc. complete in all respects as per MoRT&H specifications Clause No. 503 (5th Revision)2013.
2925.1
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Providing and laying of Dense Graded Bituminous Macadam (Grading-1) of 100mm thick 50mm th G-2 compacted thickness in a single course after applying tack coat @ 2 Kg /10Sqm. area on existing black top surface over the base previously prepared in accordance with MoRT&H specifications (5th revision) after mixing the aggregate and 4.50% / VG-40 grade in a Electronic operated Batch type hot mix plant as per approved mix and laying the same over black top surface with electronic sensor paver in accordance with clause 505 of Ministry of Road Transport & Highways specification 5th Revision for Dense Bituminous Macadam. After spreading of the mix as per clause 503.4.8, the entire surface during the operations shall be rolled with road roller of 8-10 tonne and then 6-8 tonne smooth wheeled tandem roller (static weight) as per clauses 505.4.9 Through unit rate for this item includes the cost of aggregate, bitumen, filler fuel for heating bitumen in a boiler, premixing of stone aggregate and bitumen in a Batch type Hot Mix Plant and carriage from hot mix plant to site of work, templates, barriers, lighting arrangements and sundries etc. and the execution of the work shall conform to clause 505 of MoRT&H specifications for Road and Bridge works 5th Revision. The Dense Graded Bitumen Macadam for the purpose of payments shall be measured in Cubic Metre.
The contract unit rate for Dense Graded Bituminous Macadam shall be payment in full for carrying out the required operations as specified. The rate shall include for, all components listed in clause 501.8.8.2 (i) to (xi) of MoRT&H specification for Road and Bridge works 5th Revision. If bitumen/binder content required is more than as specified in BOQ & Ministry's specifications for road and bridge (Fifth revision) no extra payment will be made. The extra bitumen/binder content will be considered as incidental to work. 50mm thick G-2 = 66.75 cum 10 mm thick G-1 = 159.02 cum
225.77
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The final grading for aggregate required for Dense Graded Bituminous Macadam course (Grading-1) G-2 of 100mm thickness 50mm th confirming to Table 500-10 of MoRT&H specification for Road & Highways specifications for Road and Bridge works 5th Revision shall be determined by the Engineer-in-Charge after getting D.G. Bituminous macadam (Grading-1) designed from either C.R.R.I, New Delhi or Punjab Engineering College, Chandigarh or Punjab P.W.D. laboratory, Patiala or any other reputed laboratory approved by Chief Engineer, Punjab, PWD B&R Brach, Patiala after obtaining 60% of the materials for the required grading at plant site. The design mix so finally approved by the Engineer-in-Charge shall be termed as approved Job Mix Formula if it is within permissible limit.
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1.The approved mix shall exhibit the following details, Source and Location of all materials. 2.Binder expressed as percentage by weight of total mix. (VG 40 for DBM) Bit. contanus 4% for G-1 4.5% for G-2 3.Stone aggregate of 37.5/25 mm gauge expressed as a percentage by weight of total mix. 4.Crushed bajri of 11.2 mm guage expressed as a percentage by weight of total mix. 5.Fine aggregate expressed as a percentage by weight of total mix. 6. Filler expressed as a % age by of total Mix. A single definite percentage passing the each sieve for the mix aggregate. Density of Dense Bituminous Macadam in laboratory should not be less than 2.30 gm/cc 2. The contractor thereafter shall be required to complete the supply of various in-gradients mentioned above for Dense Graded Bituminous Macadam course (Grading-1) of 100mm thickness50mm G-2 as per proportions stipulated in the approved Job Mix Formula.
5. Filler 2% which may be Rock Ash hydrated lime or cement. The limit having not less than 80% calcium carbonate, as filler should be preferred
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Providing and applying Tack Coat with Emulsion (Rapid Setting) as per I:S 8887 with approval of Engineer @2kg./10Sqm. area with pneumatic tired self propelled pressure sprayer equipped with self heating arrangement, suitable pump, adequate capacity compressor and spraying bar with nozzles for spraying material uniformly at specified rate including all kind of material and labour inclusive of cleaning of surface free from dust, dirt and any extraneous materials including curing as per requirements including cost of barriers, lighting arrangements at night, maintenance of diversion, and regulation of traffic etc. complete in all respects as per MoRT&H specifications Clause No. 503 (5th Revision)
3625.1
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Providing & laying Bituminous Concrete 40/30mm compacted thickness in a single course after applying tack coat 2kg/10sqm. Area on existing black top surface over the base previously prepared in a accordance with MORT&H specifications (5th revision) after mixing the aggregate and CRMB-55 @ 5.4 % in electronic operated Batch type Hot Mix Plant as per approved mix and laying the same with the help of electronic sensor paver as per MoRT&H specifications. After spreading of mix as per clause 507.4.7 entire surface during the operation shall be rolled with road roller 8-10 tonne (smooth wheeled) followed with vibratory road roller of 8-10 tonne static weight, followed by finished rolling with 6 to 8 tonne smooth wheel tendom roller as per clauses No. 507.4.8.The through unit rate for this item include the cost of aggregates, bitumen, filler, fuel for heating bitumen in a boiler premixing of stone aggregate and bitumen in an electronic operated batch type Hot Mix Plant and carriage of premixed materials from batch type Hot Mix Plant to site of work, templates barriers, lighting arrangements sundries etc. and the execution of the work shall confirm to in all respect to clause 507 of MORT&H specifications (5th revision) Bituminous Concrete 40/30mm for the purpose of payment shall be measured in Cubic metre. The contract unit rate shall be all as specified in clause 507.9 except that the rate shall include the provision of CRMB-55 @ 5.40 % by weight of total mixture . If bitumen/binder content required is more than as specified in BOQ & Ministry's specifications for road and bridge(Fifth revision) no extra payment will be made. The extra bitumen/binder content will be considered as incidental to work.
124.65
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Note:- 1. A part from the conformity with the grading and quantity requirement of individual ingredients, the mix aggregate i.e. crushed bajri, fine aggregates, filler for bituminous concrete for 40/30 mm thickness shall meet all requirement set forth in clause 507 of MoRT&H specifications (5th revision). 2. The final grading for the aggregate required for bituminous concrete (Grading-2) of 40/30mm thickness conforming to table 500-17 of MoRT&H specifications (5th revision)2013 shall be determined by the Engineer in charge after getting the Bituminous Concrete (Grading-2) designed from either CRRI, New Delhi or Punjab Engineering College, Chandigarh, Punjab Laboratory Patiala or any other reputed laboratory approved by Chief Engineer, Pb. PWD (B&R)Branch after obtaining 60% of the materials for the required grading at plant site. The design mix so finally approved by the Engineer in charge shall be termed as approved Job Mix Formula if it is within permissible limits
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3. The approved mix shall exhibit the following details. i Source and location of all materials. ii Binder expressed as percentage by weight of total mix. iii Crushed bajri of 13.2mm/11.2mm gauge expressed as a percentage by weight of total mix. iv Fine aggregate expressed as a percentage by weight of total mix. v Filler expressed as a percentage by weight of total mix. vi A single definite percentage by weight of total mix. vii. Density of Bituminous concrete in laboratory should not be less than 2.36 gm/cc. The contractor thereafter shall be required to complete the supply of various in-gradients mentioned above for Bituminous Concrete as per proportions stipulated in the approved Job Mix Formula
4. Filler 2% which may be Rock Ash hydrated lime or cement. The limit having not less than 80% calcium carbonate, as filler should be preferred.
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Providing & marking center line & Shoulders line Road marking with Hot Applied thermoplastic compound 2.5mm thick including reflect rising glass beads on bituminous surface @ 250gms per Sqm. area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes complete in all respect such as furnishing all labour, material, tools, equipment, including all accidental coats necessary for carrying out the work at site conforming to the technical specifications clause no. 803 of section 800 MoRT&H specification for Road & Bridge upto date revision and to the satisfaction of Engineer by machine including traffic control arrangement as per MoRT&H specification & to the entire satisfaction of Engineer-in- charge.
91.62
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Providing & fixing of Single Mould twin shank reflective road stud as per design complete in all respects as per MoRT&H specifications (5th Revision 2013)corrected upto date & to the entire satisfaction of Engineer-in-Charge. Clause 804.7.3
64
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Providing & Laying Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster as per PWD specification & to the entire satisfaction of Engineer-in-charge
108
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Providing & fixing of Place Identification sign board 900x600mm rectangular as per IRC 67-2012 with retro reflective highintensity microprismatic grade sheeting fixed over 2mm thick aluminium sheet with 25x25x4mm angle iron frame supported on two mild steel angle iron post 65x65x6mm firmly fixed to ground in foundation concrete 1:2:4 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MoRT&H specifications. 5th Revision 2013.
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Note: All item Sr. No. 1 to 13 as above complete in all respect as per MORT&H specifications (5th Revision 2013) corrected upto date & to the entire satisfaction of Engineer-in-charge.
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