Upgradation of Malout Chowk to Hanumangarh Bypass Chowk in Abohar Town Km 0.00 to 4.00 SH14 in District Fazilka Under CRF Scheme

Amount

2 Lane to 4 Lane = CC Road RD 0.000 to 0.540 = 540 Mtr. Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Providing laying spreading and compacting Granular Sub Base 150mm thick in Two layers of (with thickness of single layer not exceeding 75 mm compacted) of natural sand, crushed gravel, crushed stone,crushed slag or combination thereof depending upon the grading required.Use of material like brick metal,Kankar & crushed concrete shall be permitted in the lower sub base.The material shall be free from organic or other deleterious constituents and shall conform to the gading given in Table 400-1 and physical requirements given in Table 400-2 grading III and IV shall preferably be used in lower sub base.Grading V & VI shall be used as a sub base-cum- drainages layer.Where the sub base is laid in two layers as upper sub base &lower sub base ,the thickness of each layershall not be less than 150mm transportation of material and spreading on the prepared sub grade with help of motor grader to required slopes and grades with moisture contents 1% to 2% the optimum moisture content and rolling with static smooth wheeled roller (80-100 KN) in case compacted layer does not exceed 100mm and with vibratory roller (of minimum 80-100 KN.) for compacted layer not exceeding 250mm to achieve field density not less than 98% of maximum dry density determined in laboratory, checking for any high spots or depressions which become apparent corrected by removal or adding fresh material, including cost of tools and plants, templates, barriers, lighting arrangements at night maintenance of diversions, regulation of traffic etc. complete in all respects as per MORT&H specification 401, as per drawing, instructions and to the entire satisfaction of Engineer. Quality Control of work and arrangement of traffic shall be maintained as per section 900 & clause 112 of MORT&H specifications 5th revision 2013 respectively. The protection of edges of granular sub base extended over the full formation as shown in the drawing shall be considered incidental to the work of providing and laying GSB and no extra payment shall be made for the same. Rate shall be paid as per clause 401.8 of MORT&H specifications (5th revision) 2013

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013 as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Median Gap Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-inCharge complete in all respect

2 Lane to 4 Lane = CC Road RD 0.540 to 0.980, 1.82 to 3.55 = 2170 Mtr. Dismantling of Flexible Pavements (By Mechanical Means).(a) Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge.

Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Providing laying spreading and compacting Granular Sub Base 150mm thick in Two layers of (with thickness of single layer not exceeding 75 mm compacted) of natural sand, crushed gravel, crushed stone,crushed slag or combination thereof depending upon the grading required.Use of material like brick metal,Kankar & crushed concrete shall be permitted in the lower sub base.The material shall be free from organic or other deleterious constituents and shall conform to the gading given in Table 400-1 and physical requirements given in Table 400-2 grading III and IV shall preferably be used in lower sub base.Grading V & VI shall be used as a sub base-cum- drainages layer.Where the sub base is laid in two layers as upper sub base &lower sub base ,the thickness of each layershall not be less than 150mm transportation of material and spreading on the prepared sub grade with help of motor grader to required slopes and grades with moisture contents 1% to 2% the optimum moisture content and rolling with static smooth wheeled roller (80-100 KN) in case compacted layer does not exceed 100mm and with vibratory roller (of minimum 80-100 KN.) for compacted layer not exceeding 250mm to achieve field density not less than 98% of maximum dry density determined in laboratory, checking for any high spots or depressions which become apparent corrected by removal or adding fresh material, including cost of tools and plants, templates, barriers, lighting arrangements at night maintenance of diversions, regulation of traffic etc. complete in all respects as per MORT&H specification 401, as per drawing, instructions and to the entire satisfaction of Engineer. Quality Control of work and arrangement of traffic shall be maintained as per section 900 & clause 112 of MORT&H specifications 5th revision 2013 respectively. The protection of edges of granular sub base extended over the full formation as shown in the drawing shall be considered incidental to the work of providing and laying GSB and no extra payment shall be made for the same. Rate shall be paid as per clause 401.8 of MORT&H specifications (5th revision) 2013

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Median Gap Providing laying spreading and compacting Granular Sub Base 150mm thick in Two layers of (with thickness of single layer not exceeding 75 mm compacted) of natural sand, crushed gravel, crushed stone,crushed slag or combination thereof depending upon the grading required.Use of material like brick metal,Kankar & crushed concrete shall be permitted in the lower sub base.The material shall be free from organic or other deleterious constituents and shall conform to the gading given in Table 400-1 and physical requirements given in Table 400-2 grading III and IV shall preferably be used in lower sub base.Grading V & VI shall be used as a sub base-cum- drainages layer.Where the sub base is laid in two layers as upper sub base &lower sub base ,the thickness of each layershall not be less than 150mm transportation of material and spreading on the prepared sub grade with help of motor grader to required slopes and grades with moisture contents 1% to 2% the optimum moisture content and rolling with static smooth wheeled roller (80-100 KN) in case compacted layer does not exceed 100mm and with vibratory roller (of minimum 80-100 KN.) for compacted layer not exceeding 250mm to achieve field density not less than 98% of maximum dry density determined in laboratory, checking for any high spots or depressions which become apparent corrected by removal or adding fresh material, including cost of tools and plants, templates, barriers, lighting arrangements at night maintenance of diversions, regulation of traffic etc. complete in all respects as per MORT&H specification 401, as per drawing, instructions and to the entire satisfaction of Engineer. Quality Control of work and arrangement of traffic shall be maintained as per section 900 & clause 112 of MORT&H specifications 5th revision 2013 respectively. The protection of edges of granular sub base extended over the full formation as shown in the drawing shall be considered incidental to the work of providing and laying GSB and no extra payment shall be made for the same. Rate shall be paid as per clause 401.8 of MORT&H specifications (5th revision) 2013

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-inCharge complete in all respect

Improvement of T- Junction offtake from road to Navi Sadak, DAV Campus & Ajimgarh Village Detail Attached Providing laying spreading and compacting Granular Sub Base 150mm thick in Two layers of (with thickness of single layer not exceeding 75 mm compacted) of natural sand, crushed gravel, crushed stone,crushed slag or combination thereof depending upon the grading required.Use of material like brick metal,Kankar & crushed concrete shall be permitted in the lower sub base.The material shall be free from organic or other deleterious constituents and shall conform to the gading given in Table 400-1 and physical requirements given in Table 400-2 grading III and IV shall preferably be used in lower sub base.Grading V & VI shall be used as a sub base-cum- drainages layer.Where the sub base is laid in two layers as upper sub base &lower sub base ,the thickness of each layershall not be less than 150mm transportation of material and spreading on the prepared sub grade with help of motor grader to required slopes and grades with moisture contents 1% to 2% the optimum moisture content and rolling with static smooth wheeled roller (80-100 KN) in case compacted layer does not exceed 100mm and with vibratory roller (of minimum 80-100 KN.) for compacted layer not exceeding 250mm to achieve field density not less than 98% of maximum dry density determined in laboratory, checking for any high spots or depressions which become apparent corrected by removal or adding fresh material, including cost of tools and plants, templates, barriers, lighting arrangements at night maintenance of diversions, regulation of traffic etc. complete in all respects as per MORT&H specification 401, as per drawing, instructions and to the entire satisfaction of Engineer. Quality Control of work and arrangement of traffic shall be maintained as per section 900 & clause 112 of MORT&H specifications 5th revision 2013 respectively. The protection of edges of granular sub base extended over the full formation as shown in the drawing shall be considered incidental to the work of providing and laying GSB and no extra payment shall be made for the same. Rate shall be paid as per clause 401.8 of MORT&H specifications (5th revision) 2013

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.whan 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 125/100mm thick each, with materials conforming to physical requirement laid in Table 400 -15 and grading laid in Table 400-14 of M.O.R.T.& 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 250mm 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 M.O.R.T.& 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 Ministry of Road Transport & Highways (5th revision) respectively. 2013

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 Ministry of Road Transport & Highways specifications Clause No. 502 as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

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 Ministry of Road Transport & Highways specifications Clause No. 503 (5th Revision)

Providing & laying Bituminous Concrete of 30mm compacted thickness in a single course after applying tack coat 0.20 kg per sqm area on dence bituminous macadam surface over the base previously prepared in accordance with MORT&H specifications (5th revision 2013), after mixing the aggregate and CRMB-55 bitumen in electronic operated 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 Clause Nos. 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 Hot Mix Plant and carriage of premixed materials from Hot Mix Plant to site of work, templates barriers, lighting arrangements & sundries etc. The Bitumenious Concrete 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 bitumen @ 5.40% by weight of total mixure. If bitumen/binder cotent required is more than as specified in BOQ & MORT&H (5th revision) no extra payment will be made.Th extra bitumen /binder content will be considered as incidental to work. Befoe starting the work,the contractor shall propose different percentage of different sizes of coarse and fine aggregates which be intends to mix in order to get required grading. The same will be approved by the Engineer in Charge after the toal quantity of bitumen for Bituminous Concrete. Note: -1. A part from the confirmity with the grading and quantity requirement of individual ingredients, the mix aggregate i.e. crushed bajri, fine aggregates, filler for bituminous concrete (Grading-2) for 30mm thickness shall meet all requirement set forth in Clause 507 of MORT&H specifications (5th Revisoin 2013). 2. The final grading for aggregates required for Bituminous Concrete confirming to Table 500-17 of MORT&H specification( 5th revision 2013)shall be determined by Engineer in Charge after getting Bituminous Concrete 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 Superintending Engineer, Punjab, 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. 3. The approved mix shall exhibit the following details, Source and Location of all materials. i. Source and Location of all materials.. ii. Binder CRMB-55 expressed as percentage by weight of total mix. iii. Crushed bajriof 11.2mm/13.2mm guage 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 passing the each sieve for the mix aggregate. vii. Density of Bituminous Concrete in laboratory should not be less than 2.36 gm/cc 4. The contractor, thereafter, shall be required to complete the supply of various in-gradients from an approved quarry/ sources mentioned above for Bituminous Concrete as per proportions stipulated in the approved Job Mix Formula. 5. Filler 2% which may be Rock Ash tydrated lime or cement. The limit having not less than 80% calcium carbonate, as filler should be preferred.

Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specificationscsr complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Providing and fixing RRPM / Cat Eyes (Road stud) complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Centre Verge on junction as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Improvement of T- Junction offtake from road (5.50 mtr. Wide) - Jain Nagri, L/R Sito Road & Main Cross street At Rd 2.50 Providing laying spreading and compacting Granular Sub Base 150mm thick in Two layers of (with thickness of single layer not exceeding 75 mm compacted) of natural sand, crushed gravel, crushed stone,crushed slag or combination thereof depending upon the grading required.Use of material like brick metal,Kankar & crushed concrete shall be permitted in the lower sub base.The material shall be free from organic or other deleterious constituents and shall conform to the gading given in Table 400-1 and physical requirements given in Table 400-2 grading III and IV shall preferably be used in lower sub base.Grading V & VI shall be used as a sub base-cum- drainages layer.Where the sub base is laid in two layers as upper sub base &lower sub base ,the thickness of each layershall not be less than 150mm transportation of material and spreading on the prepared sub grade with help of motor grader to required slopes and grades with moisture contents 1% to 2% the optimum moisture content and rolling with static smooth wheeled roller (80-100 KN) in case compacted layer does not exceed 100mm and with vibratory roller (of minimum 80-100 KN.) for compacted layer not exceeding 250mm to achieve field density not less than 98% of maximum dry density determined in laboratory, checking for any high spots or depressions which become apparent corrected by removal or adding fresh material, including cost of tools and plants, templates, barriers, lighting arrangements at night maintenance of diversions, regulation of traffic etc. complete in all respects as per MORT&H specification 401, as per drawing, instructions and to the entire satisfaction of Engineer. Quality Control of work and arrangement of traffic shall be maintained as per section 900 & clause 112 of MORT&H specifications 5th revision 2013 respectively. The protection of edges of granular sub base extended over the full formation as shown in the drawing shall be considered incidental to the work of providing and laying GSB and no extra payment shall be made for the same. Rate shall be paid as per clause 401.8 of MORT&H specifications (5th revision) 2013

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.whan 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 125/100mm thick each, with materials conforming to physical requirement laid in Table 400 -15 and grading laid in Table 400-14 of M.O.R.T.& 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 250mm 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 M.O.R.T.& 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 Ministry of Road Transport & Highways (5th revision) respectively. 2013

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 Ministry of Road Transport & Highways specifications Clause No. 502 as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

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 Ministry of Road Transport & Highways specifications Clause No. 503 (5th Revision)

Providing & laying Bituminous Concrete of 30mm compacted thickness in a single course after applying tack coat 0.20 kg per sqm area on dence bituminous macadam surface over the base previously prepared in accordance with MORT&H specifications (5th revision 2013), after mixing the aggregate and CRMB-55 bitumen in electronic operated 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 Clause Nos. 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 Hot Mix Plant and carriage of premixed materials from Hot Mix Plant to site of work, templates barriers, lighting arrangements & sundries etc. The Bitumenious Concrete 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 bitumen @ 5.40% by weight of total mixure. If bitumen/binder cotent required is more than as specified in BOQ & MORT&H (5th revision) no extra payment will be made.Th extra bitumen /binder content will be considered as incidental to work. Befoe starting the work,the contractor shall propose different percentage of different sizes of coarse and fine aggregates which be intends to mix in order to get required grading. The same will be approved by the Engineer in Charge after the toal quantity of bitumen for Bituminous Concrete. Note: - 1. A part from the confirmity with the grading and quantity requirement of individual ingredients, the mix aggregate i.e. crushed bajri, fine aggregates, filler for bituminous concrete (Grading-2) for 30mm thickness shall meet all requirement set forth in Clause 507 of MORT&H specifications (5th Revisoin 2013). 2. The final grading for aggregates required for Bituminous Concrete confirming to Table 500-17 of MORT&H specification( 5th revision 2013)shall be determined by Engineer in Charge after getting Bituminous Concrete 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 Superintending Engineer, Punjab, 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. 3. The approved mix shall exhibit the following details, Source and Location of all materials. i. Source and Location of all materials.. ii. Binder CRMB-55 expressed as percentage by weight of total mix. iii. Crushed bajriof 11.2mm/13.2mm guage 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 passing the each sieve for the mix aggregate. vii. Density of Bituminous Concrete in laboratory should not be less than 2.36 gm/cc 4. The contractor, thereafter, shall be required to complete the supply of various in-gradients from an approved quarry/ sources mentioned above for Bituminous Concrete as per proportions stipulated in the approved Job Mix Formula. 5. Filler 2% which may be Rock Ash tydrated lime or cement. The limit having not less than 80% calcium carbonate, as filler should be preferred.

Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specificationscsr complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Providing and fixing RRPM / Cat Eyes (Road stud) complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Bituminous Road Km 3.55 to 4.00 = 450 Mtr. (D/d 250 mtr National Highway portion & Bridge) Net Length = 200 Mtr (7.00 Mtr.) Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Providing and laying of Dense Bituminous Macadam (Grading-2) in single layers of 50mm compacted thickness in a single course after applying tack coat @ 0.20 Kg. Per Sqm. area on paved shoulder portion black top surface over the base previously prepared in accordance with Ministry of Road Transport & Highways specifications (Fifth revision 2013) after mixing the aggregate and VG-40 Grade Bulk Bitumen @4.5% by weight of total mix 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 (Fifth revision 2013) for Dense Bitumen Macadam. After spreading of the mix as per clause 505.4.8, 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 Batch type hot mix plant to site of work, templates, barriers, lighting arrangements and sundries etc. and the execution of the work shall confirm to clause 505 of Ministry of Road Transport & Highways specifications for Road and Bridge works . The Dense Bitumen Macadam for the purpose of payments shall be measured in Cubic Metre.The contract unit rate shall be as specified in clause 505-9 except that the Rate shall include the provision of [email protected]%'If bitumen /binder content required is more than as specified in BOQ and MORT&H fifth revision no extra payment will be made.The extra bitumen/binder content will be considered as incidental to work. The contract unit rate for Dense 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 Ministry of Road Transport & Highways specification for Road and Bridge works fifth Revision (2013).Before starting the work, the contractor shall propose different percentage of different sizes of coarse and fine aggregates which be intends to mix in order to get required grading. The same will be approved by the Engineer-in-Charge after carrying out the required tests. The proportions so approved shall be termed design Job Mix Formula after approval of Job Mix Formula. Note: - 1 The execution of DenseBituminous Macadam will be done only after approval of Job Mix Formula from the competent authority i.e. Engineer-in-Charge. 2. Apart from the conformity with the grading and quality requirement of individual ingredients, the mix aggregate i.e. stone metal, crushed bajri and fine aggregate for Bituminous Macadam course (Grading-2) for 50 mm thickness shall meet all requirement set forth in clause 505 of Ministry of Road Transport & Highway specifications Road & Bridge Works . 3. The final grading for aggregate required for Dense Bituminous Macadam course (Grading-2) of 50mm thickness confirming to Table 500-10 of Ministry of Road Transport & Highways specification for Road & Highways specifications for Road and Bridge works fifth Revision (2013) shall be determined by the Engineer-in-Charge after getting Dense Bituminous macadam (Grading-2) 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 limits. 4. The approved mix shall exhibit the following details, Source and Location of all materials. 4.1 Binder VG 40 Grade Bulk Bitumen expressed as percentage by weight of total mix. 4.2 Stone aggregate of 26.5 mm guage expressed as a percentage by weight of total mix. 4.3 Crushed bajri of 11.2 mm guage expressed as a percentage by weight of total mix. 4.4 Fine aggregate expressed as a percentage by weight of total mix. 4.5 A single definite percentage passing the each sieve for the mix aggregate. 4.6 Filler expressed as a percentage by weight of total mix. 4.7 Density of Dense Bituminous Macadam in laboratory should not be less than 2.31 gm/cc 5. The contractor ,thereafter, shall be required to complete the supply of various in-gradients mentioned above from an approved quarry/ sources as per norms & conditions for Dense Bituminous Macadam course (Grading-2) of 50 mm thickness as per proportions stipulated in the approved Job Mix Formula. 6. The contractor, shall start laying work only after achieving the required mixing of temperature of the Mix and same be got duly checked from engineer or his authorized representative.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Providing & laying Bituminous Concrete of 30mm compacted thickness in a single course after applying tack coat 0.20 kg per sqm area on dence bituminous macadam surface over the base previously prepared in accordance with MORT&H specifications (5th revision 2013), after mixing the aggregate and CRMB-55 bitumen in electronic operated 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 Clause Nos. 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 Hot Mix Plant and carriage of premixed materials from Hot Mix Plant to site of work, templates barriers, lighting arrangements & sundries etc. The Bitumenious Concrete 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 bitumen @ 5.40% by weight of total mixure. If bitumen/binder cotent required is more than as specified in BOQ & MORT&H (5th revision) no extra payment will be made.Th extra bitumen /binder content will be considered as incidental to work. Befoe starting the work,the contractor shall propose different percentage of different sizes of coarse and fine aggregates which be intends to mix in order to get required grading. The same will be approved by the Engineer in Charge after the toal quantity of bitumen for Bituminous Concrete. Note: - 1. A part from the confirmity with the grading and quantity requirement of individual ingredients, the mix aggregate i.e. crushed bajri, fine aggregates, filler for bituminous concrete (Grading-2) for 30mm thickness shall meet all requirement set forth in Clause 507 of MORT&H specifications (5th Revisoin 2013). 2. The final grading for aggregates required for Bituminous Concrete confirming to Table 500-17 of MORT&H specification( 5th revision 2013)shall be determined by Engineer in Charge after getting Bituminous Concrete 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 Superintending Engineer, Punjab, 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. 3. The approved mix shall exhibit the following details, Source and Location of all materials. i. Source and Location of all materials.. ii. Binder CRMB-55 expressed as percentage by weight of total mix. iii. Crushed bajriof 11.2mm/13.2mm guage 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 passing the each sieve for the mix aggregate. vii. Density of Bituminous Concrete in laboratory should not be less than 2.36 gm/cc 4. The contractor, thereafter, shall be required to complete the supply of various in-gradients from an approved quarry/ sources mentioned above for Bituminous Concrete as per proportions stipulated in the approved Job Mix Formula. 5. Filler 2% which may be Rock Ash tydrated lime or cement. The limit having not less than 80% calcium carbonate, as filler should be preferred.

ROB RD 0.980 to 1.820 = 840 Mtr. Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Providing & laying Bituminous Concrete of 30mm compacted thickness in a single course after applying tack coat 0.20 kg per sqm area on dence bituminous macadam surface over the base previously prepared in accordance with MORT&H specifications (5th revision 2013), after mixing the aggregate and CRMB-55 bitumen in electronic operated 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 Clause Nos. 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 Hot Mix Plant and carriage of premixed materials from Hot Mix Plant to site of work, templates barriers, lighting arrangements & sundries etc. The Bitumenious Concrete 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 bitumen @ 5.40% by weight of total mixure. If bitumen/binder cotent required is more than as specified in BOQ & MORT&H (5th revision) no extra payment will be made.Th extra bitumen /binder content will be considered as incidental to work. Befoe starting the work,the contractor shall propose different percentage of different sizes of coarse and fine aggregates which be intends to mix in order to get required grading. The same will be approved by the Engineer in Charge after the toal quantity of bitumen for Bituminous Concrete. Note: - 1. A part from the confirmity with the grading and quantity requirement of individual ingredients, the mix aggregate i.e. crushed bajri, fine aggregates, filler for bituminous concrete (Grading-2) for 30mm thickness shall meet all requirement set forth in Clause 507 of MORT&H specifications (5th Revisoin 2013). 2. The final grading for aggregates required for Bituminous Concrete confirming to Table 500-17 of MORT&H specification( 5th revision 2013)shall be determined by Engineer in Charge after getting Bituminous Concrete 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 Superintending Engineer, Punjab, 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. 3. The approved mix shall exhibit the following details, Source and Location of all materials. i. Source and Location of all materials.. ii. Binder CRMB-55 expressed as percentage by weight of total mix. iii. Crushed bajriof 11.2mm/13.2mm guage 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 passing the each sieve for the mix aggregate. vii. Density of Bituminous Concrete in laboratory should not be less than 2.36 gm/cc 4. The contractor, thereafter, shall be required to complete the supply of various in-gradients from an approved quarry/ sources mentioned above for Bituminous Concrete as per proportions stipulated in the approved Job Mix Formula. 5. Filler 2% which may be Rock Ash tydrated lime or cement. The limit having not less than 80% calcium carbonate, as filler should be preferred.

Scarification of existing Mastic Asphalt 25mm thick mechanicaly as per specifications as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515 as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Service road on both side of ROB Length (2X420) + (2X410) + (2X60) = 1780 Mtr. 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.whan 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 125/100mm thick each, with materials conforming to physical requirement laid in Table 400 -15 and grading laid in Table 400-14 of M.O.R.T.& 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 250mm 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 M.O.R.T.& 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 Ministry of Road Transport & Highways (5th revision) respectively. 2013

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 Ministry of Road Transport & Highways specifications Clause No. 502 as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

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 Ministry of Road Transport & Highways specifications Clause No. 503 (5th Revision)

Providing & laying Bituminous Concrete of 30mm compacted thickness in a single course after applying tack coat 0.20 kg per sqm area on dence bituminous macadam surface over the base previously prepared in accordance with MORT&H specifications (5th revision 2013), after mixing the aggregate and CRMB-55 bitumen in electronic operated 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 Clause Nos. 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 Hot Mix Plant and carriage of premixed materials from Hot Mix Plant to site of work, templates barriers, lighting arrangements & sundries etc. The Bitumenious Concrete 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 bitumen @ 5.40% by weight of total mixure. If bitumen/binder cotent required is more than as specified in BOQ & MORT&H (5th revision) no extra payment will be made.Th extra bitumen /binder content will be considered as incidental to work. Befoe starting the work,the contractor shall propose different percentage of different sizes of coarse and fine aggregates which be intends to mix in order to get required grading. The same will be approved by the Engineer in Charge after the toal quantity of bitumen for Bituminous Concrete. Note: -1. A part from the confirmity with the grading and quantity requirement of individual ingredients, the mix aggregate i.e. crushed bajri, fine aggregates, filler for bituminous concrete (Grading-2) for 30mm thickness shall meet all requirement set forth in Clause 507 of MORT&H specifications (5th Revisoin 2013). 2. The final grading for aggregates required for Bituminous Concrete confirming to Table 500-17 of MORT&H specification( 5th revision 2013)shall be determined by Engineer in Charge after getting Bituminous Concrete 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 Superintending Engineer, Punjab, 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. 3. The approved mix shall exhibit the following details, Source and Location of all materials. i. Source and Location of all materials.. ii. Binder CRMB-55 expressed as percentage by weight of total mix. iii. Crushed bajriof 11.2mm/13.2mm guage 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 passing the each sieve for the mix aggregate. vii. Density of Bituminous Concrete in laboratory should not be less than 2.36 gm/cc 4. The contractor, thereafter, shall be required to complete the supply of various in-gradients from an approved quarry/ sources mentioned above for Bituminous Concrete as per proportions stipulated in the approved Job Mix Formula. 5. Filler 2% which may be Rock Ash tydrated lime or cement. The limit having not less than 80% calcium carbonate, as filler should be preferred.

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

DB Paving / Draining System Between 0.00 to 3.55 = 3550 Mtr. D/d ROB RD 0.980 to 1.820 = 840 Mtr. Net = 2710 Mtr Construction of Central Verge in Km 0.00- 0.98 & 1.82- 3.55 km =2710.00 mtr Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407 complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface complete

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade complete

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tabble 300-2 complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

Plain cement concrete 1:4:8 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-inCharge complete in all respect

Laying First Class Dry Brick on edge flooring or paving in ordinary bonded courses or in herring bond or other special courses / bond with rough dressing of soil, final dressing of earth to give level surface and camber. Al joints shall be thoroughly filled / grouted with dry sand, applied to a thickness of not less than 20 mm over the surface of flooring and brushed into the joints, rolling the surface with light road roller after sprinkling with water complete in all respects complete

Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface complete

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade complete

Cement Concrete 1:8:16 with 40mm guage stone aggregate using concrete mixture volumetric type

Providing and laying 50 mm thick factory made cement concrete interlocking paver block of M-30 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge for Non traffic Areas and streets having width less than 3.05 mt. (Also not to used over footoaths)complete

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth complete in all respect

Cement Concrete 1:2:4 with stone ballast of size using concrete mixture volumetric type complete in all respect

12.5 mm thick cement plaster 1:4 complete in all respect

Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design as per Size 450mm x 450mm inside with RCC 455mm x 455mm cover and frame light duty double seal complete in all respect

Providing, Laying , fixing & jointing of P.V.C.Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients,cutting, jointing and testing complete as per specifications. (iv) 160mm o/d pipe of 10 Kgf. / sqcm complete

Raising of Existing Man Holes Upto FRL Raising RCC slab of all thickness on Man hole chamber to desired height and placing back in position after raising the Manhole (Raising depth of Brick Work and Plaster will be paid extra as per CSR Item.) 29.68 Inside size 90x150 cm complete in all respect

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth complete in all respect

12.5 mm thick cement plaster 1:2 complete in all respect

Reconstruction of 1 Mtr. Span slab Type Culvert =3 NO. Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

Cement Concrete 1:4:8 with stone ballast 40mm size in foundation.complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

First class brick work laid in cement sand mortar 1:3 in foundation complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

First class brick work laid in cement sand mortar 1:3 in first story up to 4mtr. Above plinth level complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

RCC M-20 Mechanically mixed plates excluding the cost of steel complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

RCC M-20 for slab excluding the cost of steel complete in all respect. Mechanical mixture and vibrator complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

First class brick work laid in cement sand mortar 1:3 in foundation complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

Providing and fixing 25mm thick compressible fibre board in expansion joints complete as per drawings and technical clause 2605 of MORT&H specificationscomplete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

Cement pointing 1:2 deep variety complete in all respect

12.5 mm thick cement plaster 1:3 in side abutment complete in all respect

Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 415 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding & bending and placing in position complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

Providing filter media behind abutment complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.(rate GSB taken)

Road Furniture & Other Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specificationscsr complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Providing and fixing RRPM / Cat Eyes (Road stud) complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Providing & Fixing of Solar Blinker 300 MM complete in all respect & to the entire satisfaction of Engineer-in-charge.

Providing and Fixing of Flexible Median Markers as peRC 79:2019 which shall be made of combination otough, high impact resistant molded thermoplastic body along with florescent yellow color retro-reflective type Xsheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Type XI Florescent Yellow sheeting as per IRC 67 2012 and ASTM D4956-11. The flexible median marker shall have overall height ominimum 180 mm, body thickness of minimum 2mm and shank depth of minimum 30mm. The retro-reflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheetingdamage, etc. The edge of sheeting should not come oueasily by putting nails, sharp objects etc. The logo of the manufacturer shall be embossed on either side of the body. The plastics used for the molding the flexible median marker shall have a minimum notched Izod Impact strength value of 4.11J/cm (@thickness 3.17mmat room temperature, tested in accordance with ASTM D256. The product design has to with stand all naturampacts and should not get damaged if any pedestrianstamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage. The product shall have accredition with IRC and original copy shall be submitted before execution. The product shall be povided with 3 year outdoor weathering report as per ASTM & IRC Standards & 10 year warranty confirmation as per IRC 67:2012 standards for the reflective sheeting used in product. complete in all respect

Providing and fixing of Standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table apecification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer complete in all respect

Providing & Fixing of Speed Breakers complete in all respect & to the entire satisfaction of Engineer-in-charge.

Advance Direction sign board 1200x1800mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.60x0.60x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 complete in all respect

Reinforced cement concrete M-15 grade 5th kilometer stone of standard design as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications complete in all respect

Overhead sign board 12000x1500mm simply supported type double sided as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 . fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 40x40x6mm angle iron supported on designed double support system of MS pipe and plates in the form of a simply supported type truss made with 350NB pipe @50kg per mtr as vertical support, 50NB pipe @ 4.50kg per mtr and 40NB pipe @ 3.61kg per mtr for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012. As per CSR 24.54 b) Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 complete in all respect

Hazard Marker sign board 300x900mm rectangular as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm thick aluminium sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm firmly fixed to ground including foundation concrete 1:2:4 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications complete in all respect

Informatory sign board 800x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 0x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 complete in all respect

Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminum Composite material (ACM) sheeting having aluminum skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminum alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012complete in all respect

RAJINDER INFRASTRUCTURE PVT LTD