Public Works Department-PWD has published Construction Of Two Underpasses At Ima , Dehradun ( Spl Wk ) Under Deposit Work. Submission Date for this Tender is 08-02-2021. Subway Tenders in IMA Dehradun Uttarakhand. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 05-Jan-2021 | Revised BOQ | BOQ | 08-02-2021 |
| 2 | 30-Jan-2021 | Regarding Batch Mix Plant and RMC | Other | 08-02-2021 |
| Name of Work: Construction of Two underpasses at IMA, Dehradun (SPL Wk) under Deposit work in the State of Uttarakhand | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Underpass | BI01010001010000000000000515BI0100001113 | ||
| 2 | 2 | \nEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Mechanical Means | BI01010001010000000000000515BI0100001114 | 59151 | Cum |
| 3 | 3 | Plain cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 | BI01010001010000000000000515BI0100001115 | 2205 | Cum |
| 4 | 4 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M 35 Using Batching Plant, Transit Mixer and Concrete Pump | BI01010001010000000000000515BI0100001116 | 14162 | Cum |
| 5 | 5 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001117 | 1162 | MT |
| 6 | 6 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification For cast-in-situ box girder, segmental construction and balanced cantilever, RCC M 35 Hight up to 5 M. | BI01010001010000000000000515BI0100001118 | 1626 | Cum |
| 7 | 7 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001119 | 308 | MT |
| 8 | 8 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | BI01010001010000000000000515BI0100001120 | 466 | Cum |
| 9 | 9 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | BI01010001010000000000000515BI0100001121 | 22 | Cum |
| 10 | 10 | Reinforced cement concrete (M 30) approach slab including reinforcement and formwork complete as per drawing and Technical specification | BI01010001010000000000000515BI0100001122 | 68 | Cum |
| 11 | 11 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. | BI01010001010000000000000515BI0100001123 | 64 | Rm |
| 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 return wall to the full height compacted to a firm condition complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001124 | 3386 | Cum |
| 13 | 13 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications | BI01010001010000000000000515BI0100001125 | 1804 | Rm |
| 14 | 14 | Construction of Embankment with Material obtained from Borrowpits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | BI01010001010000000000000515BI0100001126 | 2794 | Cum |
| 15 | 15 | Cement Concrete Pavement\n(Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, mconstruction and longitudinal joints, joint filler, separation mmembrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, mfinishing to lines and grades as per drawing ) | BI01010001010000000000000515BI0100001127 | 492 | Cum |
| 16 | 16 | Approch Road (Ramp) | BI01010001010000000000000515BI0100001128 | ||
| 17 | 17 | Plain Cement Concrete in Sub Structure complete as per Drawing and Technical Specifications. PCC Grade M20 | BI01010001010000000000000515BI0100001129 | 76 | Cum |
| 18 | 18 | Construction of Embankment with Material obtained from Borrowpits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | BI01010001010000000000000515BI0100001130 | 880 | Cum |
| 19 | 19 | Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading- I Material | BI01010001010000000000000515BI0100001131 | 308 | Cum |
| 20 | 20 | Wet Mix Macadam\n(Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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.) | BI01010001010000000000000515BI0100001132 | 257 | Cum |
| 21 | 21 | \nProviding and applying primer coat with bitumen emulsion 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. | BI01010001010000000000000515BI0100001133 | 1025 | Sqm |
| 22 | 22 | \nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | BI01010001010000000000000515BI0100001134 | 2050 | Sqm |
| 23 | 23 | Dense Graded Bituminous Macadam\nProviding and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 % by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. For GradingII (19 mm nominal size) | BI01010001010000000000000515BI0100001135 | 155 | Cum |
| 24 | 24 | Bituminous Concrete\n(Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) for Grading-II (bituminous binder @ 5.4 % of mix) | BI01010001010000000000000515BI0100001136 | 41 | Cum |
| 25 | 25 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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.) | BI01010001010000000000000515BI0100001137 | 18 | Sqm |
| 26 | 26 | Road Delineators \nSupplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. | BI01010001010000000000000515BI0100001138 | 22 | No. |
| 27 | 27 | Road Markers/Road Stud with Lense Reflector.\nProviding and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 | BI01010001010000000000000515BI0100001139 | 98 | No. |
| 28 | 28 | Retro-Reflectorised Traffic Signs\n(Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) | BI01010001010000000000000515BI0100001140 | ||
| 29 | 28.1 | 90 cm equilateral triangle | BI01010001010000000000000515BI0100001141 | 4 | No. |
| 30 | 28.2 | 60 cm equilateral triangle | BI01010001010000000000000515BI0100001142 | 4 | No. |
| 31 | 28.3 | 60 cm circular | BI01010001010000000000000515BI0100001143 | 2 | No. |
| 32 | 28.4 | 80 cm x 60 cm rectangular | BI01010001010000000000000515BI0100001144 | 2 | No. |
| 33 | 29 | Service Road | BI01010001010000000000000515BI0100001145 | ||
| 34 | 30 | Excavation for Structures\nEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | BI01010001010000000000000515BI0100001146 | 6139 | Cum |
| 35 | 31 | Plain cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 | BI01010001010000000000000515BI0100001147 | 274 | Cum |
| 36 | 32 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M20 Using concrete Mixer | BI01010001010000000000000515BI0100001148 | 762 | Cum |
| 37 | 33 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001149 | 58.66 | MT |
| 38 | 34 | Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading- I Material | BI01010001010000000000000515BI0100001150 | 2419 | Cum |
| 39 | 35 | Wet Mix Macadam\n(Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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.) | BI01010001010000000000000515BI0100001151 | 2420 | Cum |
| 40 | 36 | Providing and applying primer coat with bitumen emulsion 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. | BI01010001010000000000000515BI0100001152 | 9675 | Sqm |
| 41 | 37 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | BI01010001010000000000000515BI0100001153 | 19349 | Sqm |
| 42 | 38 | Dense Graded Bituminous Macadam\nProviding and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 % by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. For GradingII (19 mm nominal size) | BI01010001010000000000000515BI0100001154 | 511 | Cum |
| 43 | 39 | Bituminous Concrete\n(Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) for Grading-II (bituminous binder @ 5.4 % of mix) | BI01010001010000000000000515BI0100001155 | 291 | Cum |
| 44 | 40 | Construction of Median and Island with Soil Taken from Roadway Cutting Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 407) | BI01010001010000000000000515BI0100001156 | 24 | Cum |
| 45 | 41 | Cast in Situ Cement Concrete M20 kerb\n(Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, | BI01010001010000000000000515BI0100001157 | 68 | Rm |
| 46 | 42 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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.) | BI01010001010000000000000515BI0100001158 | 616 | Sqm |
| 47 | 43 | Road Delineators \nSupplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. | BI01010001010000000000000515BI0100001159 | 1759 | No. |
| 48 | 44 | Road Markers/Road Stud with Lense Reflector.\nProviding and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 | BI01010001010000000000000515BI0100001160 | 2640 | No. |
| 49 | 45 | Retro-Reflectorised Traffic Signs\n(Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) | BI01010001010000000000000515BI0100001161 | ||
| 50 | 45.1 | 90 cm equilateral triangle | BI01010001010000000000000515BI0100001162 | 4 | No. |
| 51 | 45.2 | 60 cm circular | BI01010001010000000000000515BI0100001163 | 4 | No. |
| 52 | 46 | Box Culvert | BI01010001010000000000000515BI0100001164 | ||
| 53 | 47 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Mechanical Means | BI01010001010000000000000515BI0100001165 | 104 | Cum |
| 54 | 48 | Plain cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 | BI01010001010000000000000515BI0100001166 | 8 | Cum |
| 55 | 49 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M 35 Using Batching Plant, Transit Mixer and Concrete Pump | BI01010001010000000000000515BI0100001167 | 36 | Cum |
| 56 | 50 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001168 | 4.67 | MT |
| 57 | 51 | Reinforced Cement Concrete Crash Barrier\n(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) | BI01010001010000000000000515BI0100001169 | 5 | RM |
| 58 | 52 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | BI01010001010000000000000515BI0100001170 | 4 | Cum |
| 59 | 53 | SUMP | BI01010001010000000000000515BI0100001171 | ||
| 60 | 54 | \nEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Mechanical Means | BI01010001010000000000000515BI0100001172 | 43.2 | Cum |
| 61 | 55 | Plain cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 | BI01010001010000000000000515BI0100001173 | 3.4 | Cum |
| 62 | 56 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M 35 Using Batching Plant, Transit Mixer and Concrete Pump | BI01010001010000000000000515BI0100001174 | 16.2 | Cum |
| 63 | 57 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001175 | 1.4 | MT |
| 64 | 58 | Wrought Iron and Mild Steel Welded Work\nWrought iron and mild steel welded work) (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately | BI01010001010000000000000515BI0100001176 | 17.98 | Qtl. |
| 65 | 59 | Painting on Steel Surfaces\n(Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade) | BI01010001010000000000000515BI0100001177 | 43 | Sqm |
| 66 | 60 | Providing and Fixing of Dewatering Pump Model DJ - 32 of 3.0 HP/2.20 KW For 500 LPM Discharge and 15 M head with 10 m Cable. | BI01010001010000000000000515BI0100001178 | 8 | No. |
| 67 | 61 | Providing and Fixing of Electronic Control Panel 3 Phase Indoor Type Micro Processor based with in built starter, Digital Display Suitable for Submersible Pump having Undercurrent, Over Current, Single Phasing Preventer (SPP), Shot Circuit Protection & Thermal Protection with Auto/Manuwal Option along with level sensors for Automatic working, All enclosed in a Power Coated Sheet Metal Box with Writing. | BI01010001010000000000000515BI0100001179 | 8 | No. |
| 68 | 62 | Providing and Laying of 65 mm Dia 4.4 mm thick MSERW Pipe Rate as per Jal Nigam SOR. | BI01010001010000000000000515BI0100001180 | 120 | Rmt |
| 69 | 63 | Covering of Ramp | BI01010001010000000000000515BI0100001181 | ||
| 70 | 64 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete Electric resistance or induction butt welded tubes | BI01010001010000000000000515BI0100001182 | 309.5 | MT |
| 71 | 65 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling / self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | BI01010001010000000000000515BI0100001183 | 11698 | Sqm |
| 72 | 66 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : | BI01010001010000000000000515BI0100001184 | 1194 | Rm |
| 73 | 67 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | BI01010001010000000000000515BI0100001185 | 13897 | Sqm |
| 74 | 68 | Diversion Road | BI01010001010000000000000515BI0100001186 | ||
| 75 | 69 | Excavation for Structures\nEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | BI01010001010000000000000515BI0100001187 | 1611 | Cum |
| 76 | 70 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC M15 | BI01010001010000000000000515BI0100001188 | 26.13 | Cum |
| 77 | 71 | Granular Sub-base with Close Graded Material (Table:- 400-1)\nPlant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading- I Material | BI01010001010000000000000515BI0100001189 | 558 | Cum |
| 78 | 72 | Wet Mix Macadam\n(Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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.) | BI01010001010000000000000515BI0100001190 | 558 | Cum |
| 79 | 73 | Prime coat\n(Providing and applying primer coat with bitumen emulsion 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.). | BI01010001010000000000000515BI0100001191 | 2232 | Sqm |
| 80 | 74 | Tack coat\nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | BI01010001010000000000000515BI0100001192 | 3164 | Sqm |
| 81 | 75 | Dense Graded Bituminous Macadam\n(Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.) for GradingII(19 mm nominal size) | BI01010001010000000000000515BI0100001193 | 123 | Cum |
| 82 | 76 | Bituminous Concrete\n(Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) for Grading-II (bituminous binder @ 5.4 % of mix) | BI01010001010000000000000515BI0100001194 | 67 | Cum |
| 83 | 77 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications | BI01010001010000000000000515BI0100001195 | 0.93 | Cum |
| 84 | 78 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications | BI01010001010000000000000515BI0100001196 | 2.67 | Sqm |
| 85 | 79 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 | BI01010001010000000000000515BI0100001197 | 60 | Cum |
| 86 | 80 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row\nProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia | BI01010001010000000000000515BI0100001198 | 175 | RM |
| 87 | 81 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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.) | BI01010001010000000000000515BI0100001199 | 126 | Sqm |
| 88 | 82 | Retro-Reflectorised Traffic Signs\n(Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) | BI01010001010000000000000515BI0100001200 | ||
| 89 | 82.1 | 90 cm equilateral triangle | BI01010001010000000000000515BI0100001201 | 4 | each |
| 90 | 82.2 | 60 cm circular | BI01010001010000000000000515BI0100001202 | 4 | each |
| 91 | 83 | Boundary pillar\n(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) | BI01010001010000000000000515BI0100001203 | 80 | No. |
| 92 | 84 | Providing and fixing 3.5 m high View Cutter with Zinc coated GI corugated Steel Sheet 0.50 mm Thick Heavy Tensile Strength of 550 MPA Fixed Over Wooden Ballies Placed at every 2.5 m with nails and bolts including supply of all material labour T&P et required for proper Completion of work. The rates are inclusive of all taxes except GST. | BI01010001010000000000000515BI0100001204 | 6300 | Sqm |
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