| 1 | 1 | Dismantling of Bitumen courses of flexible pavements and disposal of dismantled materials with all leads, stacking serviceable and unserviceable materials separately complete as per technical clause 202 of MoRT&H specifications (Fifth Revision-2013) | BI01010001010000000000000515BI0100001113 | 827.25 | Per Cum |
|---|
| 2 | 2 | Providing laying spreading and compacting Granular Sub Base 250mm thick in two layer of (with thickness of two layer not exceeding 125mm + 125mm 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) | BI01010001010000000000000515BI0100001114 | 977.3 | Per Cum |
|---|
| 3 | 3 | Relaying of granular sub-base by providing graded material grading-III Table-400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications(5th revision-2013) | BI01010001010000000000000515BI0100001115 | 496.35 | Per Cum |
|---|
| 4 | 4 | Providing and laying of brick on end edging 6.83 cm wide, 11.11cm long and 22.86 high half brick deep including excavation, refilling and disposal of surplus earth up to 50 mtr complete as per Punjab PWD specifications. | BI01010001010000000000000515BI0100001116 | 1760 | Per Mtr |
|---|
| 5 | 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Grading-I specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete in all respect as per clause 404 of MORT&H Specification. (5th revision-2013) | BI01010001010000000000000515BI0100001117 | 421.9 | Per Cum |
|---|
| 6 | 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Grading-II specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete in all respect as per clause 404 of MORT&H Specification. (5th revision-2013) | BI01010001010000000000000515BI0100001118 | 843.8 | Per Cum |
|---|
| 7 | 7 | Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller complete in all respect as per clause 509 of MORT&H Specification. (5th revision-2013) | BI01010001010000000000000515BI0100001119 | 5625.3 | Per Sqm |
|---|
| 8 | 8 | Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface. complete in all respect as per clause 512 of MORT&H Specification. (5th revision-2013) | BI01010001010000000000000515BI0100001120 | 3958 | Per Sqm |
|---|
| 9 | 9 | Providing and applying tack coat with Bitumen Emulsion (Rapid Setting) @ 0.25 Kg. Per Sqm. area over prime coat surface with pneumatic tyred self propelled pressure sprayer equipped 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, 2013) . (For BM+DBM+BC) | BI01010001010000000000000515BI0100001121 | 180653 | Per Sqm |
|---|
| 10 | 10 | Providing and laying of bituminous macadam 50mm thick in single layers of 50mm compacted thickness in a single course after applying tack coat @ 0.25 Kg. Per Sqm. area over the base previously prepared in accordance with Ministry of Road Transport & Highways specifications (Fifth revision 2013) after mixing the aggregate and VG-30 Grade Bulk Bitumen @ 3.40% 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 504 of Ministry of Road Transport & Highways specification (Fifth revision 2013) for Bitumen Macadam. After spreading of the mix as per clause 504.4.8, 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 504.4.9. 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 504 of Ministry of Road Transport & Highways specifications for Road and Bridge works . \n The Bitumen Macadam for the purpose of payments shall be measured in Cubic Metre.The contract unit rate shall be as specified in clause 504-9 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. | BI01010001010000000000000515BI0100001122 | 395.8 | Per Cum |
|---|
| 11 | 11 | The contract unit rate for 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. | BI01010001010000000000000515BI0100001123 | | |
|---|
| 12 | 12 | Note: - 1 The execution of Bituminous Macadam will be done only after approval of Job Mix Formula from the competent authority i.e. Engineer-in-Charge. | BI01010001010000000000000515BI0100001124 | | |
|---|
| 13 | 13 | 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 504 of Ministry of Road Transport & Highway specifications Road & Bridge Works . (5th revision-2013) | BI01010001010000000000000515BI0100001125 | | |
|---|
| 14 | 14 | 3. The final grading for aggregate required for Bituminous Macadam course (Grading-2) of 50mm thickness confirming to Table 500-7 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 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. | BI01010001010000000000000515BI0100001126 | | |
|---|
| 15 | 15 | 4. The approved mix shall exhibit the following details, Source and Location of all materials. | BI01010001010000000000000515BI0100001127 | | |
|---|
| 16 | 16 | 4.1 Binder VG 30 Grade Bulk Bitumen expressed as percentage by weight of total mix. | BI01010001010000000000000515BI0100001128 | | |
|---|
| 17 | 17 | 4.2 Stone aggregate of 26.5 mm guage expressed as a percentage by weight of total mix. | BI01010001010000000000000515BI0100001129 | | |
|---|
| 18 | 18 | 4.3 Crushed bajri of 11.2 mm guage expressed as a percentage by weight of total mix. | BI01010001010000000000000515BI0100001130 | | |
|---|
| 19 | 19 | 4.4 Fine aggregate expressed as a percentage by weight of total mix. | BI01010001010000000000000515BI0100001131 | | |
|---|
| 20 | 20 | 4.5 A single definite percentage passing the each sieve for the mix aggregate. | BI01010001010000000000000515BI0100001132 | | |
|---|
| 21 | 21 | 4.6 Filler expressed as a percentage by weight of total mix. | BI01010001010000000000000515BI0100001133 | | |
|---|
| 22 | 22 | 4.7 Density of Bituminous Macadam in laboratory should not be less than 2.20 gm/cc \n | BI01010001010000000000000515BI0100001134 | | |
|---|
| 23 | 23 | 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 Bituminous Macadam course (Grading-2) of 50 mm thickness as per proportions stipulated in the approved Job Mix Formula. | BI01010001010000000000000515BI0100001135 | | |
|---|
| 24 | 24 | 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. | BI01010001010000000000000515BI0100001136 | | |
|---|
| 25 | 25 | Providing and laying of Dense Bituminous Macadam (Grading-2) in single layers of 50mm compacted thickness in a single course after applying tack coat @ 0.25 Kg. Per Sqm. area 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 . (5th revision-2013)\n 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. | BI01010001010000000000000515BI0100001137 | 4318.43 | Per Cum |
|---|
| 26 | 26 | 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. | BI01010001010000000000000515BI0100001138 | | |
|---|
| 27 | 27 | 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. | BI01010001010000000000000515BI0100001139 | | |
|---|
| 28 | 28 | 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 . | BI01010001010000000000000515BI0100001140 | | |
|---|
| 29 | 29 | 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. | BI01010001010000000000000515BI0100001141 | | |
|---|
| 30 | 30 | 4. The approved mix shall exhibit the following details, Source and Location of all materials. | BI01010001010000000000000515BI0100001142 | | |
|---|
| 31 | 31 | 4.1 Binder VG 40 Grade Bulk Bitumen expressed as percentage by weight of total mix. | BI01010001010000000000000515BI0100001143 | | |
|---|
| 32 | 32 | 4.2 Stone aggregate of 26.5 mm guage expressed as a percentage by weight of total mix. | BI01010001010000000000000515BI0100001144 | | |
|---|
| 33 | 33 | 4.3 Crushed bajri of 11.2 mm guage expressed as a percentage by weight of total mix. | BI01010001010000000000000515BI0100001145 | | |
|---|
| 34 | 34 | 4.4 Fine aggregate expressed as a percentage by weight of total mix. | BI01010001010000000000000515BI0100001146 | | |
|---|
| 35 | 35 | 4.5 A single definite percentage passing the each sieve for the mix aggregate. | BI01010001010000000000000515BI0100001147 | | |
|---|
| 36 | 36 | 4.6 Filler expressed as a percentage by weight of total mix. | BI01010001010000000000000515BI0100001148 | | |
|---|
| 37 | 37 | 4.7 Density of Dense Bituminous Macadam in laboratory should not be less than 2.31 gm/cc \n | BI01010001010000000000000515BI0100001149 | | |
|---|
| 38 | 38 | 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. | BI01010001010000000000000515BI0100001150 | | |
|---|
| 39 | 39 | 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. | BI01010001010000000000000515BI0100001151 | | |
|---|
| 40 | 40 | Providing & laying Bituminous Concrete of 30mm compacted thickness in a single course after applying tack coat 0.25 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 @ 5.4% bitumen 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 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 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. | BI01010001010000000000000515BI0100001152 | 2591.06 | Per Cum |
|---|
| 41 | 41 | The Bitumenious Concrete for the purpose of payment shall be measured in Cubic Metre. | BI01010001010000000000000515BI0100001153 | | |
|---|
| 42 | 42 | 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. | BI01010001010000000000000515BI0100001154 | | |
|---|
| 43 | 43 | Note: - | BI01010001010000000000000515BI0100001155 | | |
|---|
| 44 | 44 | 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). | BI01010001010000000000000515BI0100001156 | | |
|---|
| 45 | 45 | 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. | BI01010001010000000000000515BI0100001157 | | |
|---|
| 46 | 46 | 3. The approved mix shall exhibit the following details, Source and Location of all materials. | BI01010001010000000000000515BI0100001158 | | |
|---|
| 47 | 47 | i. Source and Location of all materials. | BI01010001010000000000000515BI0100001159 | | |
|---|
| 48 | 48 | ii. Binder CRMB-55 expressed as percentage by weight of total mix. | BI01010001010000000000000515BI0100001160 | | |
|---|
| 49 | 49 | iii. Crushed bajriof 11.2mm/13.2mm guage expressed as a percentage by weight of total mix. | BI01010001010000000000000515BI0100001161 | | |
|---|
| 50 | 50 | iv. Fine aggregate expressed as a percentage by weight of total mix. | BI01010001010000000000000515BI0100001162 | | |
|---|
| 51 | 51 | v. Filler expressed as a percentage by weight of total mix | BI01010001010000000000000515BI0100001163 | | |
|---|
| 52 | 52 | vi. A single definite percentage passing the each sieve for the mix aggregate. | BI01010001010000000000000515BI0100001164 | | |
|---|
| 53 | 53 | vii. Density of Bituminous Concrete in laboratory should not be less than 2.36 gm/cc | BI01010001010000000000000515BI0100001165 | | |
|---|
| 54 | 54 | 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. | BI01010001010000000000000515BI0100001166 | | |
|---|
| 55 | 55 | 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. | BI01010001010000000000000515BI0100001167 | | |
|---|
| 56 | 56 | Earthwork in excavation in all types including disposal of surplus excavated earth with all leads complete as per drawing and Technical Specificationss section 300 complete in all respect (5th Revision 2013) | BI01010001010000000000000515BI0100001168 | 36.87 | Per Cum |
|---|
| 57 | 57 | Plain Cement Concrete 1:4:8 in Foundation complete as per Drawing and Technical Specifications. | BI01010001010000000000000515BI0100001169 | 2.46 | Per Cum |
|---|
| 58 | 58 | Mud concrete with stone ballast 40mm gauge mixing by manual means complete in all respect. | BI01010001010000000000000515BI0100001170 | 17.34 | Per Cum |
|---|
| 59 | 59 | Brick Masonry Work in Cement Mortar 1:5 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications complete in all respect (5th Revision 2013) | BI01010001010000000000000515BI0100001171 | 8.4 | Per Cum |
|---|
| 60 | 60 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and\nspecials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. 600 mm dia NP-3 | BI01010001010000000000000515BI0100001172 | 21.96 | Per Mtr |
|---|
| 61 | 61 | 12.5mm Cement plaster 1:4 complete in all respects. | BI01010001010000000000000515BI0100001173 | 24.09 | Per Sqm |
|---|
| 62 | 62 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) complete in all respect | BI01010001010000000000000515BI0100001174 | 8.34 | Per Sqm |
|---|
| 63 | 63 | Repair of Parapets of Culverts Complete in all respects | BI01010001010000000000000515BI0100001175 | 288 | Per Rft |
|---|
| 64 | 64 | Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications. (5th Revision 2013) | BI01010001010000000000000515BI0100001176 | 10820.5 | Per Cum |
|---|
| 65 | 65 | Reinforced cement concrete M15grade Ordinary kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc | BI01010001010000000000000515BI0100001177 | 10 | Each |
|---|
| 66 | 66 | Reinforced cement concrete M15grade 5th kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc | BI01010001010000000000000515BI0100001178 | 2 | Each |
|---|
| 67 | 67 | Reinforced cement concrete M15grade 200 metre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc | BI01010001010000000000000515BI0100001179 | 55 | Each |
|---|
| 68 | 68 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting | BI01010001010000000000000515BI0100001180 | 110 | Each |
|---|
| 69 | 69 | Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications (5th Revision 2013) | BI01010001010000000000000515BI0100001181 | 491.9 | Per Sqm |
|---|
| 70 | 70 | Providing & Fixing Cautionary sign board 600x600x600mm triangular as per IRC 67-2012 with high intensity Microprismatic Grade Retro-Reflective Sheeting Type IV as per ASTM D 4956-09 and as per IRC 67- 2012 fixed over 4mm tck aluminium Composite meterial (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5mm on both sided and fixing the same with suitable size aluminium alloy riverts @200 mm c/c to back support frame of 25x25x3mm angle iron supported on a mild steel angle iron post 65x65x6mm 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 (Fifth Revision). A 10 years pre- qualification warranty as per clause 6.9 of IRC 67-2012 for Type IV retro reflective sheeting from the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted. | BI01010001010000000000000515BI0100001182 | 5 | Each |
|---|
| 71 | 71 | Informatory sign board 600x450mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 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 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m 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 . | BI01010001010000000000000515BI0100001183 | 6 | Each |
|---|
| 72 | 72 | Place Identification sign board 900x600mm rectangular as per IRC 67- 2012 with high\nintensity Microprismatic grade retro reflective Sheeting Type IV 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 0.45x0.45x0.60m 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 . | BI01010001010000000000000515BI0100001184 | 5 | Each |
|---|
