Public Works Department-PWD has published Construction Of 2 Nos Bridges One At Omla River (3 Spans 26 Mtr Each ) And One At Local Nallah (Box Type 7 Span 6 Mtr.Each) Falling In The Work Of Widening Strengthening And Four Lanning Of Jagadhari Bilaspur Sadhaura Raipur Rani Road Upto Mouli (Sh No.1). Submission Date for this Tender is 07-05-2020. Bridge Work Tenders in Panchkula Haryana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 26-Mar-2020 | Date Extended | Date | 15-04-2020 |
| 2 | 15-Apr-2020 | New Revised Key Dates | Date | 07-05-2020 |
| Name of Work: DNIT for Construction of 2 Nos bridges one at Omla river (3 spans 26 mtr each ) and one at local nallah (box type 7 span 6 mtr.each) falling in the work of widening strengthening and four lanning of Jagadhari Bilaspur Sadhaura Raipur Rani road upto Mouli (SH No.1) in Km.54.00 to 67.40 in Panchkula District (Bridge work only) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 1: - BRIDGE-1 CONSTRUCTION OF 3 SPANS 26.0M EACH HIGH LEVEL BRIDGE OVER OMLA RIVER CROSSING RAIPUR RANI TO NARAYANGARH ROAD Bored cast-in-situ M-35 grade RCC piles of 1200 mm diameter in all kinds of soil (including hard & boulders) using Hydraulic Rig excluding cost of steel reinforcement, complete as per drawing and conforming to section 1100 and 1700 of MORTH specifications of latest edition and clause 709 of IRC: 78-2000/latest edition including cost of bentonite slurry, initial vertical and lateral load tests, routine load tests and removal of excavated earth with all lifts and lead upto 1000 Mtr. complete i) 1000 mm dia piles.) (MoRT&H 12.25) (i) 1200 dia piles (A) The scope of work in the above items include: (1) The cost of all initial layout of piles and setting out, initial excavation, if any (2 a) The cost of boring through all types of soils/existing road/ pavement, removal of all obstruction like boulders, old foundation concrete or rock to be paid in relevant item above by chiseling or any other method as approved by the Engineer-in-charge. If a bore is abandoned for any reason no payment shall be made for such incomplete boring and shifting of the equipments (2 b) The cost of filling up of the empty bore, if required (3) The cost of preparation, circulation and handling of bentonite slurry. (4) The cost of disposal of all spoil, bentonite waste to keep the work area neat. (5) The cost of providing temporary liner and its withdrawal, if required below adjoining ground level (irrespective of the R.L of the adjoining ground level for vertical piles) (6) The cost of providing and mixing all ingredients of cement concrete (except reinforcement steel) including admixtures, with batching plant, transporation, placement of concrete by tremie pipe for the required lengths of pile including providing cover blocks, stiffeners, handling bars etc. for safe handling of reinforcement cage. (7) The cost of breaking of pile head not earlier than 3 days after concreting and to remove spoil concrete to bring the pile head to the socketing level including cleaning and arranging the extended reinforcement bars as per drawings. (8) The cost of working for all leads, lifts, pumping / bailing out of water, labour, material and equipment etc. (9) The cost of mobilizing to site, installation at different locations transferring / dismantling, shifting, reinstalling and removal from site of the piling rigs and / or other equipments and all accessories including working plateforms. (10) The cost of identification, protection and maintenance of existing services, if any, which in the opinion of Engineer-in-charge are likely to be affected by piling operation incl. temporary shifting of such services to facilitate piling job shall also have to be done, if so required by the Engineer-in-charge and the cost for the same as assessed by the engineer-in-charge shall be reimbursable. (11) The cost of barricading and all traffic safety requirements as specified in the tender document. (12) The cost of all incidentals, labour, material, equipment and works required to execute the job. The item also includes any other incidental expenditures for completing the job as per the direction of the engineer-in-charge. (13) The item includes the cost of testing of all the materials involved in the execution of the item as per QAP. (B) Mode of measurement: (14) Initial vertical load testing, horizontal load testing, routine load tesing required as per IS : 2911 part (iv) and as per MoRT&H specification (1) Length of pile shall be measured from cut off level to the tip of the pile correct to a cm in case where the pile is terminated. The rock level shall be determined as per criteria mentioned elsewhere in the tender document for payment of boring through rock (2) Reinforcement steel shall be measured & paid separately | BI01010001010000000000000515BI0100001113 | 784 | Mtr (Per Metre) |
| 2 | 2 | 2: - Earth work in excavation for Pile caps. Abutment, Piers and return wall etc. in all type of soils, weathered rock, existing footings, removal of boulders, concrete, ballast, stone etc including protecting the excavated sides, if required, till concreting, bailing out water to keep the area clean and dry during placement of reinforcement and concrete till the concrete sets finally. The item includes the cost of disposal of all spoils, dismantled materials, surplus earth for all leads and lifts as per clause No. 304 of MoRT&H Specifications 5th revision 2013 and to keep the work area neat and tidy during the work and thereafter. Payment shall be made based on approved plan dimensions for PCC below pile cap. The cost of backfilling around the pile cap and restoration of road, if required shall be included (MORT&H 304). (MoRT&H no. 12.1 (B)) | BI01010001010000000000000515BI0100001114 | 674.73 | cum (per cubic meter) |
| 3 | 3 | 3: - Providing and laying plain cement concrete M15 (aggregate 20mm nominal size) leveling course below the pile cap, etc. The rate shall include the cost of all labour, material etc complete job including bailing out water to keep the area dry as per instruction of Engineer-in-Charge. Payment shall be made based on approved plan dimensions for PCC as per clause No.1100, 1500 and 1700 of MoRT&H Specifications 5th revision 2013. (MoRT&H 12.39) | BI01010001010000000000000515BI0100001115 | 36.56 | cum (per cubic meter) |
| 4 | 4 | 4: - Providing and laying reinforced cement concrete M-35 for construction of pier pile caps, abutment pile caps, etc. using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel). As per MORT&H specification for road and bridges works (5th revision) / latest edition as per clause No.1100, 1500, 1700 & 2100 of MoRT&H Specifications - 2013 (MoRT&H 12.38) (D) (A) The scope of work in the items include: (1) The cost of all initial layout and setting out work including identification of existing services, if any. (2) The cost of all pumping/bailing out of water, including its labour, mateiral and equipments. (3) The cost of providing centering and shuttering including its erection, dismantling and removal of formwork including all leads and lifts with all required tools and plants to the required line and level. (4) The cost of providing and mixing all ingredients (except reinforcement steel) including admixtures etc. with batching plant, transportation, placement, finishing and curing of concrete. (5) The cost of maintenance and protection of existing services, if any which in the opinion of Engineer-in-charge are likely to be affected by any related activities including temporary shifting of such services to facilitate construction of pile cap work shall also have to be done, if so required by the Engineer-in-charge, and the cost for the same as assessed by the Engineer-in-charge shall be reimbursable. (6) The cost of installation of any fixture into the pile cap (cost of fixture to be paid separately) (7) The cost of barricading and all safety requirements as specified elsewhere in the tender document. (8) The cost of testing of all the materials, involved in the execution of items as per QAP. (9) The cost of all incidental labour, materials, equipment and works required to execute the job as per directions of engineer-in-charge. (B) Mode of measurement: (1) Measurements shall be made for the finished volume of reinforced cement concrete restricted to volume as per approved drawing (excluding cost of reinforcement steel only). Quantity of concrete of piles, which has gone into the pile caps shall be deducted. Reinforcement shall be measured & paid separately | BI01010001010000000000000515BI0100001116 | 457.16 | cum (per cubic meter) |
| 5 | 5 | 5: - Steel Reinforcement: Supply, cutting, bending with all leads, lifts and depths, fixing in position reinforcement of any diameter, TMT Fe-500 as per relevant BIS specification and drawing in RCC works in foundation. The rate shall include cost of all material including galvanizing / epoxy coating tying wire, binding wire, cover block, provision of stools, chairs, spacer bars, overlaps, support bars , labour, transportation, storing and all other incidental charges, tools & plants etc complete. as per clause No. 1600 of MORT&H specification 2013 / Latest edition for road and bridges works.(MoRT&H 12.40) | BI01010001010000000000000515BI0100001117 | 157.06 | M.T. (per Metric tonne) |
| 6 | 6 | 6: - Providing and laying reinforced cement concrete M-35 for construction of sub structure i.e. abutment shaft, pier shaft,pier caps,abutment caps ,return wall, dirt wall etc. using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel). As per MORT&H specification for road and bridges works (5th revision) / latest edition as per clause No.1100, 1500, 1700 & 2100 of MoRT&H Specifications - 2013 (MoRT&H no. 13.5 (h)) Height upto 5 met. (A) The scope of work in the item includes (1) The cost of all incidental work required including providing, placement and removal, shifting of shuttering, cleaning, oiling & maintenance, rection & removal of staging, scaffolding and form liner etc, for piers, pier caps, bearing pedestals and other works as stated in other parts of the tender document. (2) The cost of casting of a mock pier at casting yard true to line, level and shape s per the direction of the Engineer-in-charge. (3) The cost of casting of pier, pier caps, abutment, abutment caps etc. including providing and mixing all ingredients and admixtures etc. in batching plant, transportation, placement, compacting, finishing and curing, placing in position inserts with pier/pedestals as per specification and the direction of the Engineer-in-charge. (4) The cost of disposal of all spoils and to keep the work area neat and tidy during the work and thereafter. (5) The cost of barricading and all safety requirements as mentioned elsewhere in the tender documents. (6) Installation of any fixtures into pier/pier cap etc (cost of fixtures in any, to be paid separately. (7) The cost of all incidentals, labour, material, equipment and works required for the executions of the job as per the direction of Engineer-in-charge. (8) The cost of testing all materials involved in the execution of the item as per QAP. (9) The cost of working for all leads, lifts, pumping / bailing out water, labour, material and equipment etc. (B) Mode of measurement: (1) Measurement shall be made for the finished volume of concrete only and will be restricted to the dimensions shown in the approved drawing. (2) Reinforcement steel shall be measured & paid separately. | BI01010001010000000000000515BI0100001118 | 293.64 | cum (per cubic meter) |
| 7 | 7 | 7: - Providing and laying reinforced cement concrete M-40 for construction of sub structure i.e. bearing pedestales etc. using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel). As per MORT&H specification for road and bridges works (5th revision) / latest edition as per clause No.1100, 1500, 1700 & 2200 of MoRT&H Specifications - 2013 (MoRT&H no. 14.1 (E)) (A) The scope of work in the item includes (1) The cost of all incidental work required including providing, placement and removal, shifting of shuttering, cleaning, oiling & maintenance, rection & removal of staging, scaffolding and form liner etc, for piers, pier caps, bearing pedestals and other works as stated in other parts of the tender document. (2) The cost of casting of pier, pier caps, abutment, abutment caps etc. including providing and mixing all ingredients and admixtures etc. in batching plant, transportation, placement, compacting, finishing and curing, placing in position inserts with pier/pedestals as per specification and the direction of the Engineer-in-charge. (3) The cost of disposal of all spoils and to keep the work area neat and tidy during the work and thereafter. (4) The cost of barricading and all safety requirements as mentioned elsewhere in the tender documents. (5) Installation of any fixtures into pier/pier cap etc (cost of fixtures in any, to be paid separately. (6) The cost of all incidentals, labour, material, equipment and works required for the executions of the job as per the direction of Engineer-in-charge. (7) The cost of testing all materials involved in the execution of the item as per QAP. (8) The cost of working for all leads, lifts, pumping / bailing out water, labour, material and equipment etc. (B) Mode of measurement: (1) Measurement shall be made for the finished volume of concrete and will be restricted to the quantity as per approved drawings, Reinforcement steel shall be measured & paid separately. | BI01010001010000000000000515BI0100001119 | 8.91 | cum (per cubic meter) |
| 8 | 8 | 8: - Supplying, fitting and fixing in position true to line and level POT-PTFE bearing (Metco / Sanfield / Mageba make) consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC:83 parts I&II respectively and other parts conforming to BS:5400, sections 9.1 & 9.2 and clause 2006 of MoRT&H specifications complete as per drawing and approved technical specification (MoRT&H no. 13.16) | BI01010001010000000000000515BI0100001120 | 4650 | M.T. (per Metric tonne) |
| 9 | 9 | 9: - Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II), Section-IX and clause 2005 of MORT&H specifications complete including all accessories as per drawing and Technical specifications (MoRT&H 13.14) | BI01010001010000000000000515BI0100001121 | 67200 | Cm3 (per cubic centimeter) |
| 10 | 10 | 10: - Steel Reinforcement: Supply, cutting, bending with all leads, lifts and depths, fixing in position reinforcement of any diameter, TMT Fe-500 as per relevant BIS specification and drawing in RCC works in sub structure. The rate shall include cost of all material including galvanizing / epoxy coating tying wire, binding wire, cover block, provision of stools, chairs, spacer bars, overlaps, support bars , labour, transportation, storing and all other incidental charges, tools & plants etc complete. as per clause No. 1600 & 2200 of MORT&H specification 2013 / Latest edition for road and bridges works.(MoRT&H 13.6) | BI01010001010000000000000515BI0100001122 | 45.65 | M.T. (per Metric tonne) |
| 11 | 11 | 11: - Providing weep holes in brick masonry / Plain / Reinforced concrete abutment, wing wall/Wing wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV :20H towards outer face. Complete as per drawing and technical specifications as per clause 2706 & 2200 of MoRT&H specification (MoRT&H no.13.8) | BI01010001010000000000000515BI0100001123 | 62 | Each (Numbers) |
| 12 | 12 | 12: - Providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and Wing wall to the full height compacted to a firm condition complete as per drawing and technical specification as per clause 710.1.4 of IRC:78 and 2200 of MoRT&H specification (MoRT&H no. 13.10) | BI01010001010000000000000515BI0100001124 | 83.68 | cum (per cubic meter) |
| 13 | 13 | 13: - Back filling behind abutment, wing wall and Wing wall complete as per drawing and technical specification as per clause 710.1.4 of IRC:78 & 2200 of MoRT&H specification (MoRT&H 13.9) | BI01010001010000000000000515BI0100001125 | 328.71 | cum (per cubic meter) |
| 14 | 14 | 14: - Providing and laying reinforced cement concrete M-35 grade for construction of precast Girders, cross girders etc. concrete using Ordinary Portland Cement of grade 43 appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, centering, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel, complete as per clause No. 1100,1500,1700 and 2300 of MoRT&H Specifications 5th revision 2013).) The item also includes cost of transportations of precast RCC girders up to 40 mtr span to site, launching and other operations with respect to launching thereof and putting in place. (MoRT&H 14.1 D (ii) + 14.13) For T-beam & slab including launching, tranporting & placing in position of precast RCC girders by launching truss/girders upto 40 m span. | BI01010001010000000000000515BI0100001126 | 442.28 | cum (per cubic meter) |
| 15 | 15 | 15: - Providing and laying reinforced cement concrete M-35 for construction of super structure i.e. deck slab, etc. using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel). As per MORT&H specification for road and bridges works (5th revision) / latest edition as per clause No.1100, 1500, 1700 & 2300 of MoRT&H Specifications - 2013 (MoRT&H no. 14.1 (D-ii)) | BI01010001010000000000000515BI0100001127 | 360.73 | cum (per cubic meter) |
| 16 | 16 | 16: - Steel Reinforcement: Supply, cutting, bending with all leads, lifts and depths, fixing in position reinforcement of any diameter, TMT Fe-500 as per relevant BIS specification and drawing in RCC works in super structure. The rate shall include cost of all material including galvanizing / epoxy coating tying wire, binding wire, cover block, provision of stools, chairs, spacer bars, overlaps, support bars , labour, transportation, storing and all other incidental charges, tools & plants etc complete. as per clause No. 1600 & 2200 of MORT&H specification 2013 / Latest edition for road and bridges works. (MoRT&H no. 14.2) | BI01010001010000000000000515BI0100001128 | 204.83 | M.T. (per Metric tonne) |
| 17 | 17 | 17: - Providing laying and fixing in position reinforced cement concrete Crash Barrier at the edges of the road, approaches to bridge structure and medians, constructed with M-40 grade concrete (Including reinforcement), including centering shuttering and form work etc. conforming to IRC:21 and dowel bars 25mm dia, 450mm long at expansion joints filled with pre-moulded asphalt filler board keyed to the structure on which it is built and installed as design given in the enclosure to MOST Circular No. RW/NH-33022/1/94-DO III dt. 24th June 1994, as dimensions in the approved drawing and at locations directed by the Engineer as per clause No. 811 of MORT&H specification-2013. (MoRT&H no. 8.22) (A) The scope of work in the item includes: (1) The item includes the cost of preparation, fabrication, casting, fixture, placing and fixing in position using fastnersand pickling. (2) The item includes the cost of painting alongwith one coat of anticorrosive primer. (3) The item includes the cost of testing of all materials involved in the execution of the items as per QAP. (4) The items include all other incidental expenditure for completing the jobs as per direction of Engineer-in-charge. Mode of measurement Measurement shall be made in running meter complete as per dimention shown in approved drawing. | BI01010001010000000000000515BI0100001129 | 172.4 | Rmt. (Per Running Metre) |
| 18 | 18 | 18: - Providing and fixing 65 mm dia G.I Pipe hand rail over the crash barrier kerb consisting of MS base plate, embedded fasterner and nuts. MS vertical plates and pipes etc, as shown in the drawings and as per specifications and painting the same with 3 or more coats of paints. All the railling components as mentioned above to be hot dip galvanised with a zinc coating of at least 175 gm/sqm. Item to include all incidental works required to complete the work as per the directions of the Engineer-in-charge. (N.S) | BI01010001010000000000000515BI0100001130 | 172.4 | Rmt. (Per Running Metre) |
| 19 | 19 | 19: - Providing and installing single strip seal expansion joints of SANFIELD/ METCO/ MAGEBA with a total allowable maximum movement 80mm as per Clause 2607 of MORTH specifications for Road and Bridge Works (5th Revision) 2013 supplemented with manufacturer’s recommendations. Entire installation is to be carried out strictly in the presence of manufacturer's representative only, at all times. The seal of the expansion joint shall be such as not to permit any dust collection at all times. (A) The scope of work in the item include (1) Cost of all materials, labours, equipment and other incidental charges for execution of this item. Supervision during installation by the manufacturer is also included. (2) Installation & fixing of expansion joints as per manufacturers specifications and design / drawing approved by the engineer-in-charge including chipping of concrete, cleaning of concrete and reinforcement bars, leveling, necessary shuttering, pre-setting, welding etc. (3) Item to include necessary provision and filling of recess for the expansion joints at no extra cost. (4) The item includes the cost of testing of all the materials involved in the execution of the item as per QAP and testing of completed and installed joints as per the acceptnce criteria of MoRT&H. (B) Mode of measurement: (1) The expansion joints shall be measured in running meters. The length payable is the actual length provided at site including vertical parts of kerbs / crash barriers, footpath etc. | BI01010001010000000000000515BI0100001131 | 94 | Mtr. (Per Metre) |
| 20 | 20 | 20: - Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoRT&H specification (MoRT&H no. 5.2) | BI01010001010000000000000515BI0100001132 | 1883.2 | Sqm (per Square meter) |
| 21 | 21 | 21: - Providing & Laying 40 mm thick compacted Bituminous Concrete (BC) in one layer with 100-120 TPH batch type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with appropriate rollers to achieve the desired compaction as per clause No. 507 MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision)2013 using minimum 5.4% to bitumen grade CRMB-55 as binder content by weight of total mix, complete in all respects including cost of bitumen instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory. (MoRT&H no. 5.8) If bitumen required more than 5.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. Note: - Before carrying out bituminous work, coating & stripping of bitumen aggregate mix is to be performed in accordance with IS – 6241. If coating and stripping of bitumen aggregate mix is less than 95%, anti-stripping agent will be used by contractor. The anti – stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and nothing extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. Note: - Where there is only BC on existing black top, cracks shall be sealed as MoRT&H specification 5th revision clause No. 3004.3, which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2, 3004.3.3 and 3004.2 of MoRT&H specification 5th revision respectively. Proper measurement and consumption shall be entered in MB for cracks sealed but no payment on this account shall be made as crack filling is incidental to work | BI01010001010000000000000515BI0100001133 | 37.66 | cum (per cubic meter) |
| 22 | 22 | 22: - Providing and laying 25mm thick mastic asphalt wearing course with paving grade bitumen VG-40 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 fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum 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 not less than 100OC, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MoRT&H Specifications 5th revision 2013 (MoRT&H no. 5.14) (A) The scope of work in the item includes: (1) The cost of all the operations involved to complete the job as given under section 505 of MoRT&H specifications for road and bridge works (Fourth revision) 2001 including the cost of arrangement of all material, machinery, tools & plants, manpower of all categories as per the directions of the Engineer-in-charge. (2) The submission and approval of the Job Mix formula from the Engineer-in-charge. (3) The cost of testing of all the materials involved in the exection of the finished item of bituminous concrete as per the requirement given in section 900 of MoRT&H specification for road and bridge works (fourth revision) 2001 and as per the specification. (4) The all other incidental expenditures for completing the job as per the directions of the Engineer-in-charge. (B) Mode of Measurement: (1) The item shall be measured and paid for by the area of the carriageway covered by the membrane. | BI01010001010000000000000515BI0100001134 | 941.6 | Sqm (Per Square metre) |
| 23 | 23 | 23: - Drainage spouts complete as per drawing and technical specification as per clause 2705 of MoRT&H specification (MoRT&H no. 14.9) (A) The scope of work in the item includes: (1) The providing, placing, joining and fixing the drainage pipes with all necessary pittings, tools and tackles etc., complete as per the approved drawing. (2) The cost of works to make taping all points to be leak proof, tested etc. including all couplers, materials, manpower and tool and tackle etc. complete as per the direction of Engineer-in-charge. (B) Mode of Measurement: (1) The measurement shall be made in number for the drainage port supplied and installed at site. The payment for the pipes will be made in running meters. The quantity will be restriced to the length as shown in the approved drawings. | BI01010001010000000000000515BI0100001135 | 24 | Each (Numbers) |
| 24 | 24 | 24: - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface of MORT&H specification. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. As per clause 803 of MORT&H specification. | BI01010001010000000000000515BI0100001136 | 28.98 | Sqm (per Square meter) |
| 25 | 25 | 25: - Providing and laying plain cement concrete M 15 (aggregate 20mm nominal size) below Approach slab. The rate shall include the cost of all labour, material etc complete job including bailing out water to keep the area dry as per instruction of Engineer-in-Charge. Payment shall be made based on approved plan dimensions for PCC as per clause No. 1500, 1700, 2100 & 2700 of MoRT&H Specifications 5th revision 2013. (MoRT&H 14.10) | BI01010001010000000000000515BI0100001137 | 40.86 | cum (per cubic meter) |
| 26 | 26 | 26: - Providing and laying reinforced cement concrete M-35 grade concrete in Approch slab using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, centering, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (including the cost of reinforcement steel) as per clause No. 1500,1600,1700 & 2704 of MoRT&H Specifications 5th revision 2013 (MoRT&H no. 14.11) | BI01010001010000000000000515BI0100001138 | 31.71 | cum (per cubic meter) |
| 27 | 27 | 27: - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per clause of 803 of MoRT&H specification (MoRT&H no. 8.8) | BI01010001010000000000000515BI0100001139 | 687.01 | Sqm (per Square meter) |
| 28 | 28 | 28: - Sand filling in Median complete as per drawing and technical specification as per clause 304 of MoRT&H specification (MoRT&H 12.3) | BI01010001010000000000000515BI0100001140 | 70.62 | cum (per cubic meter) |
| 29 | 29 | 29: - Precast chequered tiles of 20 mm thickness in ordinary grey cement without chips laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry between joints and over the base in floors, treas of steps and landing (HSR 14.45 + Note) Note: In case colour chequered tiles in flooring are used, increase the throught rate of HSR item no. 14.45 by 10% | BI01010001010000000000000515BI0100001141 | 256.8 | Sqm (per Square meter) |
| 30 | 30 | 30: - Providing and fixing PVC pipe 150 mm dia in Median for Utilites etc. (N.S) | BI01010001010000000000000515BI0100001142 | 559.2 | Mtr (Per Metre) |
| 31 | 31 | 31: - Approaches of bridge Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means as per clause no. 305.4.3 of MoRT&H specification (MoRT&H No. 3.15) | BI01010001010000000000000515BI0100001143 | 1076.04 | Sqm (per Square meter) |
| 32 | 32 | 32: - Scarifying Existing Granular road surface to a depth of 150 mm and disposal of scarified material within all lifts and leads upto 1000 metres (MoRT&H No. 3.14) | BI01010001010000000000000515BI0100001144 | 1076.04 | Sqm (per Square meter) |
| 33 | 33 | 33: - Construction of embankment, sub grade and shoulders of new road with soil of minimum CBR (4 days soaked) of 8% obtained from borrow pit with all lead and lift transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305. The finished road surface will be as per X-section approved by employer with respect to GTS. At no place top of sub grade of road shall be less than 0.90 m above adjoining NSL. NSL for a block of 100m will be worked as mean of 6 levels taken on 20 m center to center length of road. These six levels are at three location on both side one at edge ROW. Other at 5 m and 10 m away from ROW. In case the quantity of earth work calculated with NSL and finished level found to be less than 1114.46 cum. Then actual quantity (less than 1114.46 1 cum) will be paid. In case quantity worked out is more than 1114.46 1 cum, then only 1114.46 cum will be paid. Excess quantity shall be incidental to work and nothing extra will be paid. Further it shall be ensured that atleast 500 mm of sub grade with earth of CBR 8% shall be constructed at each location. (MoRT&H no. 3.16) Wherever any cutting of existing subgrade is required on this account excavation as well as handling and disposal of earthwork to accommodate minimum 500mm thick subgrade of minimum 8% CBR shall be carried out by the agency at his own cost. Nothing extra will be paid on this account. Before start of work, L-section shall be got approved from the employer with respect to GTS. However, typical X-section attached at section 9 of DNIT.\nNote: If soil of CBR 8% is not available then the agency will do appropriate stabilization as per IRC –SP-89-2010 as approved by SE-in-Charge and nothing extra shall be paid on this account and it will be incidental to work. No earth work will be allowed from PWD land. | BI01010001010000000000000515BI0100001145 | 1114.46 | cum (per cubic meter) |
| 34 | 34 | 34: - Providing and laying 200 mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading –VI of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. Note: - 1. Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Material and operation manufacturing shall be approved by engineer. (MoRT&H 4.2) | BI01010001010000000000000515BI0100001146 | 313.89 | cum (per cubic meter) |
| 35 | 35 | 35: - Providing, laying 250 mm thick spreading and compacting ( in two layers 100+150 mm) graded stone aggregate to Wet Mix Macadam (WMM) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H specification for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects as per clause No.406. (N.S.) Note: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by engineer. (MoRT&H 4.12) | BI01010001010000000000000515BI0100001147 | 380.83 | cum (per cubic meter) |
| 36 | 36 | 36: - Providing and applying primer coat with bitumen emulsion (S.S grade - I) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 Kg/Sqm using mechanical means as per MoRT&H specification for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects as per clause No. 502 (MoRT&H no. 5.1) | BI01010001010000000000000515BI0100001148 | 1477.2 | Sqm (per Square meter) |
| 37 | 37 | 37: - Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoRT&H specification (MoRT&H no. 5.2) | BI01010001010000000000000515BI0100001149 | 2954.4 | Sqm (per Square meter) |
| 38 | 38 | 38: - Providing and laying (100mm thick) dense graded bituminous macadam (in two layer) with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified gradeing, premixed with bituminous binder VG-40 grade @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher wit sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause 507 complete in all respect (MoRT&H 5.6) | BI01010001010000000000000515BI0100001150 | 147.72 | cum (per cubic meter) |
| 39 | 39 | 39: - Providing & Laying 40 mm thick compacted Bituminous Concrete (BC) in one layer with 100-120 TPH batch type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with appropriate rollers to achieve the desired compaction as per clause No. 507 MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision)2013 using minimum 5.4% to bitumen grade CRMB-55 as binder content by weight of total mix, complete in all respects including cost of bitumen instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory. (MoRT&H no. 5.8) If bitumen required more than 5.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work.\nNote: - Before carrying out bituminous work, coating & stripping of bitumen aggregate mix is to be performed in accordance with IS – 6241. If coating and stripping of bitumen aggregate mix is less than 95%, anti-stripping agent will be used by contractor. The anti – stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and nothing extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor.\nNote: - Where there is only BC on existing black top, cracks shall be sealed as MoRT&H specification 5th revision clause No. 3004.3, which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2, 3004.3.3 and 3004.2 of MoRT&H specification 5th revision respectively. Proper measurement and consumption shall be entered in MB for cracks sealed but no payment on this account shall be made as crack filling is incidental to work | BI01010001010000000000000515BI0100001151 | 59.09 | cum (per cubic meter) |
| 40 | 40 | 40: - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface of MORT&H specification. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. As per clause 803 of MORT&H specification . | BI01010001010000000000000515BI0100001152 | 52.12 | Sqm (per Square meter) |
| 41 | 41 | 41: - Hume Pipe Culvert Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per clause 301 of MoRT&H specifications (MoRT&H no. 3.3) | BI01010001010000000000000515BI0100001153 | 129.72 | cum (per cubic meter) |
| 42 | 42 | 42: - Plan cement concrete 1:3:6 mix with crusted stone aggregates 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.as per MoRT&H Specification clause 408. (MoRT&H no. 9.1) | BI01010001010000000000000515BI0100001154 | 221.28 | cum (per cubic meter) |
| 43 | 43 | 43: - Brick Masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering. As per drawing and technical specification clause 1300 (MoRT&H 12.5) | BI01010001010000000000000515BI0100001155 | 143.62 | cum (per cubic meter) |
| 44 | 44 | 44: - Brick Masonry work in cement mortar 1:3 in sub structure complete excluding pointing and plastering. As per drawing and technical specification clause 1300 (MoRT&H 13.1) | BI01010001010000000000000515BI0100001156 | 10.86 | cum (per cubic meter) |
| 45 | 45 | 45: - Providing and laying 1000 mm dia reinforced cement concrete pipe NP4/ Prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and mansonry work in head walls and parapets. As per drawing and technical specification clause 2900 (MORT&H No.9.2). (MoRT&H 9.2) | BI01010001010000000000000515BI0100001157 | 390 | Rmt. (Per Running Metre) |
| 46 | 46 | 46: - Pointing with cement mortar 1:3 on brick work in sub structure as per technical specification clause 1300 & 2200 (MoRT&H 13.2) | BI01010001010000000000000515BI0100001158 | 216.27 | Sqm (per Square meter) |
| 47 | 47 | 47: - Removing all type of Hume pipe and stacking with in a lead of 1000 metres including earthwork and Dismantling of Masonry work. As per drawing and technical specification clause 202 (MoRT&H 2.4 (ix) (B)) Above 900 mm dia (from diversion after completion of work). | BI01010001010000000000000515BI0100001159 | 390 | Mtr (Per Metre) |
| 48 | 48 | 48: - Diversion Construction of embankment, sub grade and shoulders of new road with soil of minimum CBR (4 days soaked) of 8% obtained from borrow pit with all lead and lift transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305. The finished road surface will be as per X-section approved by employer with respect to GTS. At no place top of sub grade of road shall be less than 0.90 m above adjoining NSL. NSL for a block of 100m will be worked as mean of 6 levels taken on 20 m center to center length of road. These six levels are at three location on both side one at edge ROW. Other at 5 m and 10 m away from ROW. In case the quantity of earth work calculated with NSL and finished level found to be less than 11812.50 cum. Then actual quantity (less than 11812.50 cum) will be paid. In case quantity worked out is more than 11812.50 cum, then only 11812.50 cum will be paid. Excess quantity shall be incidental to work and nothing extra will be paid. Further it shall be ensured that atleast 500 mm of sub grade with earth of CBR 8% shall be constructed at each location. (MoRT&H no. 3.16) | BI01010001010000000000000515BI0100001160 | 11812.5 | cum (per cubic meter) |
| 49 | 49 | 49: - Maintenance of Earthen shoulder (filling with fresh soil) Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. As per drawing and technical specification clause 305 (MoRT&H 10.2) | BI01010001010000000000000515BI0100001161 | 405 | Sqm (per Square meter) |
| 50 | 50 | 50: - Providing and laying 150 mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading –VI of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. Note: - 1. Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Material and operation manufacturing shall be approved by engineer. (MoRT&H 4.2) | BI01010001010000000000000515BI0100001162 | 153.9 | cum (per cubic meter) |
| 51 | 51 | 51: - Providing & laying 75mm thick (Compacted) stone metal 63 to 45mm gauge wearing coat to Water Bound Macadam using screening type 'B' compacting with 3 wheeled steel roller/vibratory roller to achieve the desired density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications of road & bridges (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respect. (N.S.) Note: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by engineer. | BI01010001010000000000000515BI0100001163 | 73.91 | cum (per cubic meter) |
| 52 | 52 | 52: - Providing & laying 150 mm thick (Compacted) in two layer (75 mm + 75mm)stone metal 53 mm to 22.4 mm gauge wearing coat to Water Bound Macadam using screening type 'B' compacting with 3 wheeled steel roller/vibratory roller to achieve the desired density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications of road & bridges (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respect. (N.S.) Note: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by engineer. | BI01010001010000000000000515BI0100001164 | 141.75 | cum (per cubic meter) |
| 53 | 53 | ‘53: - Providing and applying primer coat with bitumen emulsion (S.S grade - I) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 Kg/Sqm using mechanical means as per MoRT&H specification for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects as per clause No. 502 (MoRT&H no. 5.1) | BI01010001010000000000000515BI0100001165 | 945 | Sqm (per Square meter) |
| 54 | 54 | 54: - Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoRT&H specification (MoRT&H no. 5.2) | BI01010001010000000000000515BI0100001166 | 945 | Sqm (per Square meter) |
| 55 | 55 | 55: - Providing and laying 20mm thick premix carpet (PC) excluding cost of tack coat, with mixed material brought from drum type hot mix plant and laying with paver finisher and compacting with road roller to achieve specified value of compaction and direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect. i/c cost of Bitumen VG-10 grade as per clause 510 MoRT&H specification (5th edition) 2013 (NS). Note: - Before carrying out bituminous work, coating & stripping of bitumen aggregate mix is to be performed in accordance with IS – 6241. If coating and stripping of bitumen aggregate mix is less than 95%, anti-stripping agent will be used by contractor. The anti – stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and nothing extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. Note:-Before laying PC on existing black top all cracks shall be sealed as MoRT&H specification (5th edition) clause No. 3004.3. which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2 and 3004.3.3 of MoRT&H specification (5th edition) 2013 respectively. Proper measurement and consumption shall be entered in MB for fog seal/or crack filling/ or patch work but no payment on this account shall be made as fog seal/or crack filling/ or patch work is/are incidental to work. | BI01010001010000000000000515BI0100001167 | 945 | Sqm (per Square meter) |
| 56 | 56 | 56: - Providing and laying ‘B’ type seal coat with VG-10 grade bitumen excluding cost of tack coat, with mixed material brought from Hot mix plant and laying with paver finisher and compacting with road roller to achieve specified/desirable value of compaction as per direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect as per clause 511 and 510.1.3 of MoRT&H specification (5th edition) 2013 (MoRT&H no. 5.12) | BI01010001010000000000000515BI0100001168 | 945 | Sqm (per Square meter) |
| 57 | 57 | 57a: - Dismantling of existing bridge Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work. Including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meter.complete in all respect as per clause 202 of MoRT&H specification (5th edition) 2013 . (MoRT&H 2.4 (ii) (B). Dismantling Brick/Tile work (upto bed level) | BI01010001010000000000000515BI0100001169 | 1016.58 | cum (per cubic meter) |
| 58 | 58 | b: - (MoRT&H 2.4 (i) (B). Dismantling Cement concrete grade M-15 & 20 | BI01010001010000000000000515BI0100001170 | 7.68 | cum (per cubic meter) |
| 59 | 59 | c: - (MoRT&H 2.4(i) A Dismantling lime concrete ,cement concreate grade M-10 and below. | BI01010001010000000000000515BI0100001171 | 18.65 | cum (per cubic meter) |
| 60 | 60 | d: - (MoRT&H 2.4 (i) (C) Dismantling Reinforced cement concrete grade M-20 & above | BI01010001010000000000000515BI0100001172 | 492.1 | cum (per cubic meter) |
| 61 | 61 | 57: - Protection work Earth work in excavation for Construction of toe etc. in all type of soils, weathered rock, existing footings, removal of boulders, concrete, ballast, stone etc including protecting the excavated sides, if required, till concreting, bailing out water to keep the area clean and dry during placement of reinforcement and concrete till the concrete sets finally. The item includes the cost of disposal of all spoils, dismantled materials, surplus earth for all leads and lifts as per clause No. 304 of MoRT&H Specifications 5th revision 2013 and to keep the work area neat and tidy during the work and thereafter. Payment shall be made based on approved plan dimensions for PCC below pile cap. The cost of backfilling around the pile cap and restoration of road, if required shall be included (MORT&H 304). (MoRT&H no. 12.1 (B)) | BI01010001010000000000000515BI0100001173 | 99.51 | cum (per cubic meter) |
| 62 | 62 | 58: - Providing and laying plain cement concrete M 15 (aggregate 20 mm nominal size) in open foundation. The rate shall include the cost of all labour, material etc complete job including bailing out water to keep the area dry as per instruction of Engineer-in-Charge. Payment shall be made based on approved plan dimensions for PCC as per clause No. 1500, 1700 & 2100 of MoRT&H Specifications 5th revision 2013. (MoRT&H 12.8) (A)) | BI01010001010000000000000515BI0100001174 | 9.05 | cum (per cubic meter) |
| 63 | 63 | 59: - Stone Masonry work in cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications complete in all respect as per clause 1400 of MoRT&H specification (5th edition) 2013 . (MoRT&H 12.7) | BI01010001010000000000000515BI0100001175 | 53.46 | cum (per cubic meter) |
| 64 | 64 | 60: - Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specification clause 2504 of MORT&H. (MoRT&H 15.4) | BI01010001010000000000000515BI0100001176 | 208.65 | cum (per cubic meter) |
| 65 | 65 | 61: - Providing and laying filter media underneath pitching in slopes complete as per drawing and technical specifications as per clause 2504 of MoRT&H specification (MoRT&H 15.5) | BI01010001010000000000000515BI0100001177 | 104.33 | cum (per cubic meter) |
| 66 | 66 | 1: - BRIDGE- 2 CONSTRUCTION OF RCC BOX BRIDGEOVER LOCAL NALLAH ON SH-1 AT APPROX RD 54400 IN PKL DISTRICT. BOX BRIDGE PORTION Earth work in excavation for construction of box structure etc. in all type of soils, weathered rock, existing footings, removal of boulders, concrete, ballast, stone etc including protecting the excavated sides, if required, till concreting, bailing out water to keep the area clean and dry during placement of reinforcement and concrete till the concrete sets finally. The item includes the cost of disposal of all spoils, dismantled materials, surplus earth for all leads and lifts as per clause No. 304 of MoRT&H Specifications 5th revision 2013 and to keep the work area neat and tidy during the work and thereafter. Payment shall be made based on approved plan dimensions for PCC below pile cap. The cost of backfilling around the pile cap and restoration of road, if required shall be included (MORT&H 304). (MoRT&H no. 12.1 (B)) | BI01010001010000000000000515BI0100001178 | 1193.85 | cum (per cubic meter) |
| 67 | 67 | 2: - Providing and laying 200 mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading –VI of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. Note: - 1. Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Material and operation manufacturing shall be approved by engineer. (MoRT&H 4.2) | BI01010001010000000000000515BI0100001179 | 208.49 | cum (per cubic meter) |
| 68 | 68 | 3: - Providing and laying plain cement concrete M15 (aggregate 20mm nominal size) in foundation etc. The rate shall include the cost of all labour, material etc complete job including bailing out water to keep the area dry as per instruction of Engineer-in-Charge. Payment shall be made based on approved plan dimensions for PCC as per clause No.1100, 1500,1700 and 2100 of MoRT&H Specifications 5th revision 2013. (MoRT&H 12.39) | BI01010001010000000000000515BI0100001180 | 132.03 | cum (per cubic meter) |
| 69 | 69 | 4: - Providing and laying reinforced cement concrete M-35 in foundation, etc. using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel). As per MORT&H specification for road and bridges works (5th revision) / latest edition as per clause No.1100, 1500, 1700 & 2100 of MoRT&H Specifications - 2013 (MoRT&H 12.38) (D) | BI01010001010000000000000515BI0100001181 | 490.64 | cum (per cubic meter) |
| 70 | 70 | 5: - Steel Reinforcement: Supply, cutting, bending with all leads, lifts and depths, fixing in position reinforcement of any diameter, TMT Fe-500 as per relevant BIS specification and drawing in RCC works in foundation. The rate shall include cost of all material including galvanizing / epoxy coating tying wire, binding wire, cover block, provision of stools, chairs, spacer bars, overlaps, support bars , labour, transportation, storing and all other incidental charges, tools & plants etc complete. as per clause No. 1600 of MORT&H specification 2013 / Latest edition for road and bridges works.(MoRT&H 12.40) | BI01010001010000000000000515BI0100001182 | 53.97 | M.T. (per Metric tonne) |
| 71 | 71 | 6: - Providing and laying reinforced cement concrete M-35 for construction of sub structure etc. using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel). As per MORT&H specification for road and bridges works (5th revision) / latest edition as per clause No.1100, 1500, 1700 & 2200 of MoRT&H Specifications - 2013 (MoRT&H no. 13.5 (h)) | BI01010001010000000000000515BI0100001183 | 260.62 | cum (per cubic meter) |
| 72 | 72 | 7: - Providing weep holes in brick masonry / Plain / Reinforced concrete abutment, wing wall/Wing wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV :20H towards outer face. Complete as per drawing and technical specifications as per clause 2706 & 2200 of MoRT&H specification (MoRT&H no.13.8) | BI01010001010000000000000515BI0100001184 | 48 | Each (Numbers) |
| 73 | 73 | 8: - Providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and Wing wall to the full height compacted to a firm condition complete as per drawing and technical specification as per clause 710.1.4 of IRC:78 and 2200 of MoRT&H specification (MoRT&H no. 13.10) | BI01010001010000000000000515BI0100001185 | 97.58 | cum (per cubic meter) |
| 74 | 74 | 9: - Back filling behind abutment, wing wall and Wing wall complete as per drawing and technical specification as per clause 710.1.4 of IRC:78 & 2200 of MoRT&H specification (MoRT&H 13.9) | BI01010001010000000000000515BI0100001186 | 335.62 | cum (per cubic meter) |
| 75 | 75 | 10: - Steel Reinforcement: Supply, cutting, bending with all leads, lifts and depths, fixing in position reinforcement of any diameter, TMT Fe-500 as per relevant BIS specification and drawing in RCC works in super structure. The rate shall include cost of all material including galvanizing / epoxy coating tying wire, binding wire, cover block, provision of stools, chairs, spacer bars, overlaps, support bars , labour, transportation, storing and all other incidental charges, tools & plants etc complete. as per clause No. 1600 & 2200 of MORT&H specification 2013 / Latest edition for road and bridges works. (MoRT&H no. 14.2) | BI01010001010000000000000515BI0100001187 | 31.28 | M.T. (per Metric tonne) |
| 76 | 76 | 11: - Providing and laying reinforced cement concrete M-35 grade for construction of deck slab etc. concrete using Ordinary Portland Cement of grade 43 appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, centering, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel, complete as per clause No. 1100,1500,1700 and 2300 of MoRT&H Specifications 5th revision 2013).) | BI01010001010000000000000515BI0100001188 | 430.42 | cum (per cubic meter) |
| 77 | 77 | 12: - Steel Reinforcement: Supply, cutting, bending with all leads, lifts and depths, fixing in position reinforcement of any diameter, TMT Fe-500 as per relevant BIS specification and drawing in RCC works in super structure. The rate shall include cost of all material including galvanizing / epoxy coating tying wire, binding wire, cover block, provision of stools, chairs, spacer bars, overlaps, support bars , labour, transportation, storing and all other incidental charges, tools & plants etc complete. as per clause No. 1600 & 2200 of MORT&H specification 2013 / Latest edition for road and bridges works. (MoRT&H no. 14.2) | BI01010001010000000000000515BI0100001189 | 64.56 | M.T. (per Metric tonne) |
| 78 | 78 | 13: - Providing and laying plain cement concrete M 15 (aggregate 20mm nominal size) below Approach slab,footpath. The rate shall include the cost of all labour, material etc complete job including bailing out water to keep the area dry as per instruction of Engineer-in-Charge. Payment shall be made based on approved plan dimensions for PCC as per clause No. 1500, 1700, 2100 & 2700 of MoRT&H Specifications 5th revision 2013. (MoRT&H 14.10) | BI01010001010000000000000515BI0100001190 | 30.98 | cum (per cubic meter) |
| 79 | 79 | 14: - Providing and laying reinforced cement concrete M-30 grade concrete in Approch slab using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, centering, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (including the cost of reinforcement steel) as per clause No. 1500,1600,1700 & 2704 of MoRT&H Specifications 5th revision 2013 (MoRT&H no. 14.11) | BI01010001010000000000000515BI0100001191 | 31.5 | cum (per cubic meter) |
| 80 | 80 | 15: - Providing laying and fixing in position reinforced cement concrete Crash Barrier at the edges of the road, approaches to bridge structure and medians, constructed with M-40 grade concrete (Including reinforcement), including centering shuttering and form work etc. conforming to IRC:21 and dowel bars 25mm dia, 450mm long at expansion joints filled with pre-moulded asphalt filler board keyed to the structure on which it is built and installed as design given in the enclosure to MOST Circular No. RW/NH-33022/1/94-DO III dt. 24th June 1994, as dimensions in the approved drawing and at locations directed by the Engineer as per clause No. 811 of MORT&H specification-2013. (MoRT&H no. 8.22) (A) The scope of work in the item includes: (1) The item includes the cost of preparation, fabrication, casting, fixture, placing and fixing in position using fastnersand pickling. (2) The item includes the cost of painting alongwith one coat of anticorrosive primer. (3) The item includes the cost of testing of all materials involved in the execution of the items as per QAP. (4) The items includes all other incidental expenditure for completing the jobs as per direction of Engineer-in-charge. Mode of measurement Measurement shall be made in running meter complete as per dimention shown in approved drawing. | BI01010001010000000000000515BI0100001192 | 106 | Rmt. (Per Running Metre) |
| 81 | 81 | 16: - Providing and fixing 65 mm dia G.I Pipe hand rail over the crash barrier kerb consisting of MS base plate, embedded fasterner and nuts. MS vertical plates and pipes etc, as shown in the drawings and as per specifications and painting the same with 3 or more coats of paints. All the railling components as mentioned above to be hot dip galvanised with a zinc coating of at least 175 gm/sqm. Item to include all incidental works required to complete the work as per the directions of the Engineer-in-charge. (N.S) | BI01010001010000000000000515BI0100001193 | 106 | Rmt. (Per Running Metre) |
| 82 | 82 | 17: - Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoRT&H specification (MoRT&H no. 5.2) | BI01010001010000000000000515BI0100001194 | 1075.8 | Sqm (per Square meter) |
| 83 | 83 | 18: - Providing & Laying 40 mm thick compacted Bituminous Concrete (BC) in one layer with 100-120 TPH batch type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with appropriate rollers to achieve the desired compaction as per clause No. 507 MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision)2013 using minimum 5.4% to bitumen grade CRMB-55 as binder content by weight of total mix, complete in all respects including cost of bitumen instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory. (MoRT&H no. 5.8) If bitumen required more than 5.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. Note: - Before carrying out bituminous work, coating & stripping of bitumen aggregate mix is to be performed in accordance with IS – 6241. If coating and stripping of bitumen aggregate mix is less than 95%, anti-stripping agent will be used by contractor. The anti – stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and nothing extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. Note: - Where there is only BC on existing black top, cracks shall be sealed as MoRT&H specification 5th revision clause No. 3004.3, which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2, 3004.3.3 and 3004.2 of MoRT&H specification 5th revision respectively. Proper measurement and consumption shall be entered in MB for cracks sealed but no payment on this account shall be made as crack filling is incidental to work | BI01010001010000000000000515BI0100001195 | 21.52 | cum (per cubic meter) |
| 84 | 84 | 19: - Providing and laying 25mm thick mastic asphalt wearing course with paving grade bitumen VG-40 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 fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum 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 not less than 100OC, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MoRT&H Specifications 5th revision 2013 (MoRT&H no. 5.14) (A) The scope of work in the item includes: (1) The cost of all the operations involved to complete the job as given under section 505 of MoRT&H specifications for road and bridge works (Fourth revision) 2001 including the cost of arrangement of all material, machinery, tools & plants, manpower of all categories as per the directions of the Engineer-in-charge. (2) The submission and approval of the Job Mix formula from the Engineer-in-charge. (3) The cost of testing of all the materials involved in the exection of the finished item of bituminous concrete as per the requirement given in section 900 of MoRT&H specification for road and bridge works (fourth revision) 2001 and as per the specification. (4) The all other incidental expenditures for completing the job as per the directions of the Engineer-in-charge. (B) Mode of Measurement: (1) The item shall be measured and paid for by the area of the carriageway covered by the membrane. | BI01010001010000000000000515BI0100001196 | 537.9 | Sqm (per Square meter) |
| 85 | 85 | 20: - Drainage spouts complete as per drawing and techincal specification as per clause 2705 of MoRT&H specification (MoRT&H no. 14.9) (A) The scope of work in the item includes: (1) The providing, placing, joining and fixing the drainage pipes with all necessary pittings, tools and tackles etc., complete as per the approved drawing. (2) The cost of works to make taping all points to be leak proof, tested etc. including all couplers, materials, manpower and tool and tackle etc. complete as per the direction of Engineer-in-charge. (B) Mode of Measurement: (1) The measurement shall be made in number for the drainage port supplied and installed at site. The payment for the pipes will be made in running meters. The quantity will be restriced to the length as shown in the approved drawings. | BI01010001010000000000000515BI0100001197 | 14 | Each |
| 86 | 86 | 21: - Providing and fixing in position 20m thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawings and technical specification as per clause 2605 of MORT&H specification. (MoRT&H no. 14.18 (iii)) | BI01010001010000000000000515BI0100001198 | 52 | Rmt. (Per Running Metre) |
| 87 | 87 | 22: - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface of MORT&H specification. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. As per clause 803 of MORT&H specification . | BI01010001010000000000000515BI0100001199 | 17.82 | Sqm (per Square meter) |
| 88 | 88 | 23: - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per clause of 803 of MoRT&H specification (MoRT&H no. 8.8) | BI01010001010000000000000515BI0100001200 | 444.29 | Sqm (per Square meter) |
| 89 | 89 | 24: - Sand filling in Median complete as per drawing and technical specification as per clause 304 of MoRT&H specification (MoRT&H 12.3) | BI01010001010000000000000515BI0100001201 | 22.01 | cum (per cubic meter) |
| 90 | 90 | 25: - Providing and fixing PVC pipe 150 mm dia in Median for Utilites etc. (N.S) | BI01010001010000000000000515BI0100001202 | 314.4 | Rmt. (Per Running Metre) |
| 91 | 91 | 26: - Precast chequered tiles of 20 mm thickness in ordinary grey cement without chips laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry between joints and over the base in floors, treas of steps and landing (HSR 14.45 + Note) Note: In case colour chequered tiles in flooring are used, increase the throught rate of HSR item no. 14.45 by 10% | BI01010001010000000000000515BI0100001203 | 157.2 | Sqm (per Square meter) |
| 92 | 92 | 27: - APPROCHES OF BRIDGE Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means as per clause no. 305.4.3 of MoRT&H specification (MoRT&H No. 3.15) | BI01010001010000000000000515BI0100001204 | 1193.36 | Sqm (per Square meter) |
| 93 | 93 | 28: - Scarifying Existing Granular road surface to a depth of 150 mm and disposal of scarified material within all lifts and leads upto 1000 metres as per clause no. 305.4.3 of MoRT&H specification (MoRT&H No. 3.14) | BI01010001010000000000000515BI0100001205 | 1193.36 | Sqm (per Square meter) |
| 94 | 94 | 29: - Construction of embankment, sub grade and shoulders of new road with soil of minimum CBR (4 days soaked) of 8% obtained from borrow pit with all lead and lift transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305. The finished road surface will be as per X-section approved by employer with respect to GTS. At no place top of sub grade of road shall be less than 0.90 m above adjoining NSL. NSL for a block of 100m will be worked as mean of 6 levels taken on 20 m center to center length of road. These six levels are at three location on both side one at edge ROW. Other at 5 m and 10 m away from ROW. In case the quantity of earth work calculated with NSL and finished level found to be less than 2428.44 cum. Then actual quantity (less than 2428.44 cum) will be paid. In case quantity worked out is more than 2428.44 cum, then only 2428.44 cum will be paid. Excess quantity shall be incidental to work and nothing extra will be paid. Further it shall be ensured that atleast 500 mm of sub grade with earth of CBR 8% shall be constructed at each location. (MoRT&H no. 3.16) Wherever any cutting of existing subgrade is required on this account excavation as well as handling and disposal of earthwork to accommodate minimum 500mm thick subgrade of minimum 8% CBR shall be carried out by the agency at his own cost. Nothing extra will be paid on this account. Before start of work, L-section shall be got approved from the employer with respect to GTS. However, typical X-section attached at section 9 of DNIT. Note: If soil of CBR 8% is not available then the agency will do appropriate stabilization as per IRC –SP-89-2010 as approved by SE-in-Charge and nothing extra shall be paid on this account and it will be incidental to work. No earth work will be allowed from PWD land. | BI01010001010000000000000515BI0100001206 | 2428.44 | cum (per cubic meter) |
| 95 | 95 | 30: - Providing and laying 250 mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading –VI of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. Note: - 1. Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Material and operation manufacturing shall be approved by engineer. (MoRT&H 4.2) | BI01010001010000000000000515BI0100001207 | 345.42 | cum (per cubic meter) |
| 96 | 96 | 31: - Providing, laying 250 mm thick spreading and compacting ( in two layers 100+150 mm) graded stone aggregate to Wet Mix Macadam (WMM) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H specification for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects as per clause No.406. (N.S.) Note: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by engineer. (MoRT&H 4.12) | BI01010001010000000000000515BI0100001208 | 418.99 | cum (per cubic meter) |
| 97 | 97 | 32: - Providing and applying primer coat with bitumen emulsion (S.S grade - I) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 Kg/Sqm using mechanical means as per MoRT&H specification for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects as per clause No. 502 (MoRT&H no. 5.1) | BI01010001010000000000000515BI0100001209 | 1624.8 | Sqm (per Square meter) |
| 98 | 98 | 33: - Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoRT&H specification (MoRT&H no. 5.2) | BI01010001010000000000000515BI0100001210 | 3249.6 | Sqm (per Square meter) |
| 99 | 99 | 34: - Providing and laying (125 mm thick) dense graded bituminous macadam (in two layer) with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified gradeing, premixed with bituminous binder VG-40 grade @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher wit sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause 507 complete in all respect (MoRT&H 5.6) | BI01010001010000000000000515BI0100001211 | 252.82 | cum (per cubic meter) |
| 100 | 100 | 35: - Providing & Laying 40 mm thick compacted Bituminous Concrete (BC) in one layer with 100-120 TPH batch type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with appropriate rollers to achieve the desired compaction as per clause No. 507 MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision)2013 using minimum 5.4% to bitumen grade CRMB-55 as binder content by weight of total mix, complete in all respects including cost of bitumen instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory. (MoRT&H no. 5.8) If bitumen required more than 5.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. Note: - Before carrying out bituminous work, coating & stripping of bitumen aggregate mix is to be performed in accordance with IS – 6241. If coating and stripping of bitumen aggregate mix is less than 95%, anti-stripping agent will be used by contractor. The anti – stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and nothing extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. Note: - Where there is only BC on existing black top, cracks shall be sealed as MoRT&H specification 5th revision clause No. 3004.3, which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause no. 3004.3.2, 3004.3.3 and 3004.2 of MoRT&H specification 5th revision respectively. Proper measurement and consumption shall be entered in MB for cracks sealed but no payment on this account shall be made as crack filling is incidental to work. | BI01010001010000000000000515BI0100001212 | 64.99 | cum (per cubic meter) |
| 101 | 101 | 36: - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface of MORT&H specification. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. As per clause 803 of MORT&H specification . | BI01010001010000000000000515BI0100001213 | 57.74 | Sqm (per Square meter) |
| 102 | 102 | 37: - DIVERTION Construction of embankment, sub grade and shoulders of new road with soil of minimum CBR (4 days soaked) of 8% obtained from borrow pit with all lead and lift transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305. The finished road surface will be as per X-section approved by employer with respect to GTS. At no place top of sub grade of road shall be less than 0.90 m above adjoining NSL. NSL for a block of 100m will be worked as mean of 6 levels taken on 20 m center to center length of road. These six levels are at three location on both side one at edge ROW. Other at 5 m and 10 m away from ROW. In case the quantity of earth work calculated with NSL and finished level found to be less than 1050 cum. Then actual quantity (less than 1050 cum) will be paid. In case quantity worked out is more than1050 cum, then only 1050 cum will be paid. Excess quantity shall be incidental to work and nothing extra will be paid. Further it shall be ensured that atleast 500 mm of sub grade with earth of CBR 8% shall be constructed at each location. (MoRT&H no. 3.16) Wherever any cutting of existing subgrade is required on this account excavation as well as handling and disposal of earthwork to accommodate minimum 500mm thick subgrade of minimum 8% CBR shall be carried out by the agency at his own cost. Nothing extra will be paid on this account. Before start of work, L-section shall be got approved from the employer with respect to GTS. However, typical X-section attached at section 9 of DNIT. Note: If soil of CBR 8% is not available then the agency will do appropriate stabilization as per IRC –SP-89-2010 as approved by SE-in-Charge and nothing extra shall be paid on this account and it will be incidental to work. No earth work will be allowed from PWD land. | BI01010001010000000000000515BI0100001214 | 1050 | cum (per cubic meter) |
| 103 | 103 | 38: - Brick on edge paving laid dry (Based on MORT&H No.13.1). Complete in all respect as per clause 1300 & 2200 of MoRT&H specification (5th edition) 2013 (Based on MoRT&H 13.1) | BI01010001010000000000000515BI0100001215 | 83.95 | cum (per cubic meter) |
| 104 | 104 | 39a: - DISMENTALING OF EXISTING BRIDGE Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work. Including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meter. (MoRT&H 2.4 (ii) (B) Dismantling Brick/Tile work (upto bed level) | BI01010001010000000000000515BI0100001216 | 510.12 | cum (per cubic meter) |
| 105 | 105 | b: - (MoRT&H 2.4 (i) (B) Cement concrete grade M-15 & 20 | BI01010001010000000000000515BI0100001217 | 3.57 | cum (per cubic meter) |
| 106 | 106 | c: - (MoRT&H 2.4 (i) (C)) Reinforced cement concrete grade M-20 & above | BI01010001010000000000000515BI0100001218 | 136 | cum (per cubic meter) |
| 107 | 107 | d: - (MoRTH&H 2.4 (i) (A) Dismantling lime concrete/ cement concrete grade M-10 and below | BI01010001010000000000000515BI0100001219 | 11.53 | cum (per cubic meter) |
| 108 | 108 | 40: - HUME PIPE CULVERT Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per clause 301 of MoRT&H specifications (MoRT&H no. 3.3) | BI01010001010000000000000515BI0100001220 | 39.28 | cum (per cubic meter) |
| 109 | 109 | 41: - Plan cement concrete 1:3:6 mix with crusted stone aggregates 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.as per MoRT&H Specification clause 408. (MoRT&H no. 9.1) | BI01010001010000000000000515BI0100001221 | 30.34 | cum (per cubic meter) |
| 110 | 110 | 42: - Brick Masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering. As per drawing and technical specification clause 1300 (MoRT&H 12.5) | BI01010001010000000000000515BI0100001222 | 43.39 | cum (per cubic meter) |
| 111 | 111 | 43: - Brick Masonry work in cement mortar 1:3 in sub structure complete excluding pointing and plastering. As per drawing and technical specification clause 1300,2200 (MoRT&H 13.1) | BI01010001010000000000000515BI0100001223 | 5.58 | cum (per cubic meter) |
| 112 | 112 | 44: - Providing and laying 1000 mm dia reinforced cement concrete pipe NP4/ Prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and mansonry work in head walls and parapets. As per drawing and technical specification clause 2900 (MORT&H No.9.2). (MoRT&H 9.2) | BI01010001010000000000000515BI0100001224 | 90 | Rmt. (Per Running Metre) |
| 113 | 113 | 45: - Pointing with cement mortar 1:3 on brick work in sub structure as per technical specification clause 1300 & 2200 (MoRT&H 13.2) | BI01010001010000000000000515BI0100001225 | 85.02 | Sqm (per Square meter) |
| 114 | 114 | 46: - Removing all type of Hume pipe and stacking with in a lead of 1000 metres including earthwork and Dismantling of Masonry work. As per drawing and technical specification clause 202 (MoRT&H 2.4 (ix) (B)) Above 900 mm dia (from diversion after completion of work). | BI01010001010000000000000515BI0100001226 | 90 | Mtr (Per Metre) |
| 115 | 115 | 48: - Pavement marker (Cat Eyes) Molded shank raised pavement markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to specifications of Category A of MORTH Circular No. RW/NH/33023/10-97-DO III dt. 11.06.1997. The Height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 + /- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer (of reputed make such as 3 M etc.) | BI01010001010000000000000515BI0100001227 | 216 | Each (Numbers) |
| 116 | 116 | 49a: - Recovery item The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling / scarifying of existing bituminous crust have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled / scarified material can be issued for use in any of the item for the work after modification (bringing it to required specifications) on approval from the employer. In case it is not possible to use this material on the work, the agency can take away this material. The material can be taken away by the agency at the price quoted by the agency. However, the reserve price is as under :-" RCC Pipe 1200 mm dia @ 2500/- mtr | BI01010001010000000000000515BI0100001228 | 480 | Mtr (Per Metre) |
| 117 | 117 | b: - Bricks bats@ Rs.450 per Cum | BI01010001010000000000000515BI0100001229 | 977.11 | cum (per cubic meter) |
| 118 | 118 | c: - ii) Steel Credit @ Rs. 2500 per Qtl. | BI01010001010000000000000515BI0100001230 | 120.97 | Qtl. ( Per Quaintal) |
| 119 | 119 | d: - Credit for old useful material (GSB)@498/cum | BI01010001010000000000000515BI0100001231 | 143.2 | cum (per cubic meter) |
| 120 | 120 | : - Note :- All quantities of the above materials have been worked out on the basis of theoretical quantities laid on this road. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after actual scarifying and if material after scarifying is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price. \nNote:- In case of any difference in the unit & nomenclature of any of the HSR items depicted in this DNIT and that given in HSR. the unit and nomenclature given in HSR Shall be applicable. ii) In case of any difference in the unit of any Non- schedule items depicted in this DNIT and the Conventional unit of that N.S Item as per practice in this department the conventional unit as per practice shall be applicable. | BI01010001010000000000000515BI0100001365 |
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