Tender For Construction Of 4-Lane Divided Cw From Nh To Electronic City ( Electronic City Approach Road ) Under Pernem Constituency Of Pernem Taluka.
Tender Value
250.87 Crore
Estimated cost
Bid Submission
31 Jul 2026
20 days left
EMD
2.60 Crore
Bank guarantee accepted
Document Fee
40000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
goa → Goa
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 4-Lane Divided Cw From Nh To Electronic City ( Electronic City Approach Road ) Under Pernem Constituency Of Pernem Taluka.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation grass bushes shrubssaplings and upto trees grith 300 mm removal of stumps of trees cut earlier and disposal ofunserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORTH SPecification 201; By Manual Means;In area of thorny jungle.. |
| 2 | Excavation for roadway in ordinary rock by deploying a dozer 80 HP including cutting and pushing the cut arth to site of embankement upto a distance of 100 metres (average lead 50 metres) trimming bottom and side slopes in accordance with the requirements of lines grades and cross sections as per MORTH Specification 301.. |
| 3 | Excavation for roadway in hardrock (blasting prohibited) with rock breakers including breaking rock loading in tippers and disposal within all lifts and lead upto 1000 metres trimming bottom and side slopes in accordance with requirements of lines grades and cross-sections as per MORTH Specification 301 (The quality and availability of rock shall be checked before affording credit.Credit for excavated rock found suitable for use @ 50 per cent of excavated quantity )>Mechanised... |
| 4 | Construction of embankement with approved material obtained from borrowpits with all lifts and leads transporting to site spreading grading to required slope and compacting with vibratory roller to meet requirement of Table 300-2 as per MORTH specification 305. |
| 5 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads transporting to site spreading grading to required slope and compacted to meet requirement of table No. 300-2) |
| 6 | Construction of granular sub-base by providing coarse graded granitic or baslitic material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per MORTH Specification 401>For Grading II Material. |
| 7 | 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 as per MORTH Specification 406.. |
| 8 | Construction of Median and Island with Soil Taken from Borrow Areas (Construction of median and Island above road level with approved material brought from borrow pits spread sloped and compacted as per clause 407). |
| 9 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads transporting to site spreading grading to required slope and compacted to meet requirement of table No. 300-2) |
| 10 | Providing and applying primer coat with bitumen or bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means as per MoRT&H specifications clause 502.>Bitumen 80/100 @ 0.60 kg/sq.m. |
| 11 | Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specifications clause 503.>Bitumen 80/100 @ 0.20 kg/sq.m |
| 12 | Dense Graded Bituminous Macadam (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. 505 complete in all respects.)>for Grading I ( 40 mm nominal size ) |
| 13 | Providing and laying bituminious concrete with 40-60 TPH Drum Mix type Hhot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminious binder to mix with filler transporting the hotmix to work site with all leads laying with a hydrostatic/hydraulic paver finisher with sensor control to the required grade level and alignment using antistripping agent rolling with smooth wheeled vibratory or tandem rollers to achieve the desired compaction complete as per MoRT&H Specifications Clause 509>Grade-II (13mm nominal size) @ 6.0% Bitumen of grade 60/70>Antistripping agent @ 0.5% of bitumen content. |
| 14 | Earthwork in excavation of foundation of structures of culvertsabntments piers retaining walls etc. 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 back filling the excavation earth to the extent required and utilising the remaning earth locally for road work upto 3.00 m depth as per MORTH Specification 304>EXCLUDING DEWATERING>Ordinary soil>Mechanical Means. |
| 15 | Back filling behind abutment wing wall and return wall complete as per drawing and Technical specification>Granular material. |
| 16 | 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. |
| 17 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering shuttering and finishing :>All works upto plinth level |
| 18 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications>RCC Grade M35>Using Concrete Mixer. |
| 19 | Plain/Reinforced cement concrete in well foundation complete as per drawing and technical specification>Well curb>RCC M20 Grade>Using concrete mixer |
| 20 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification>RCC/PSC Grade M35>For solid slab super-structure 18-28% of (a+b+c)>Height upto 5m>Height above 10m |
| 21 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications>RCC Grade M35>Height upto 5m>Using concrete Mixer. |
| 22 | Providing, cutting, bending, hooking, laying in position & tying HYSD (TMT - FE-500D) reinforcement bars, complete as per drawings. |
| 23 | Drainage Spouts complete as per drawing and Technical specification.. |
| 24 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. |
| 25 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. |
| 26 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. |
| 27 | Stone pitching on sloped surfaces (300mmthick) for earth protection complete (for Quadrants) as per drawings and Technical Specification 2504. |
| 28 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wallwing wall and earth retainig structure complete as directed by the Engineer in charge>A) 110 mm dia |
| 29 | Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road approaches to bridge structures and medians constructed with M-20 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)>M 20 grade concrete. |
| 30 | Painting of CD No. and Span arrangement as per Technical specifications.. |
| 31 | Providing and laying Dry Boulder apron complete as per Drawings and Technical Specifications Clause 2503. |
| 32 | Providing and laying PCC filling for bed protection as per Drawings and Technical Specifications PCC M10 grade. |
| 33 | Providing and laying PCC filling for bed protection as per Drawings and Technical Specifications PCC M15 grade. |
| 34 | Confirmatory bores. |
| 35 | Taking bore holes with double core tube up to an average depth of 50 m below ground level including drilling in rock for 3m, collecting samples, testing and preparing reports as per tender. |
| 36 | Carrying out complete engineering survey with total stations, including identification of utilities, mapping them etc. complete ( 550 Rm ). |
| 37 | Providing cast-in-situ bored 1200mm / 1500mm dia. piles with M35 grade using 20mm and down graded metal to required depth of 2D in hard rock or 3.0D in case of softrock and including provision of 6mm thick MS liner upto required depth, placing of reinforcement, concreting by tremie and use of drilling rig and necessary plant & machinery as per tender clauses including chipping etc. (Excluding cost of reinforcement, liner) Measured from cut of level i) Boring length of piles. |
| 38 | Providing cast-in-situ bored 1200mm / 1500mm dia. piles with M35 grade using 20mm and down graded metal to required depth of 2D in hard rock or 3.0D in case of softrock and including provision of 6mm thick MS liner upto required depth, placing of reinforcement, concreting by tremie and use of drilling rig and necessary plant & machinery as per tender clauses including chipping etc. (Excluding cost of reinforcement, liner) Measured from cut of level ii) Concreting in piles. |
| 39 | Excavation below ground level in all strata except hard rock for pile cap/open foundations etc including disposal of material. |
| 40 | Providing and laying M15 grade concrete for PCC below pile caps using 20mm & down graded metal including necessary shuttering, centring, compaction by vibrating, curing etc. in all respects. |
| 41 | Providing and laying M35 grade concrete for pile caps using 20mm and down graded metal including necessary shuttering,centring, compaction by vibrating, curing etc. in all respects. ( Shuttering 0.5 m2 / m3 ). |
| 42 | Providing, cutting, bending, hooking, laying in position and tying TMT FE 500D reinforcement ' bars as per drawing in Foundations. - a) Fe 500D Steel. |
| 43 | Protective coating by coal tar epoxy to pile caps in two coats over one coat of primer. Total DFT 210. |
| 44 | Providing and fabricating 6mm thick MS liner for 1200mm/1500mm dia. piles in all respects. upto top of scour level from cut off level. |
| 45 | Protective coating to pile liners only on outer side of liner. Carrrying out load tests for 1200mm dia. Piles. |
| 46 | Carrying out initial vertical load test on piles Vertical Load test for 750T. Cost to include one pile concrete drilling etc. approx 40m long with 4.0t of steel. |
| 47 | Carrying out intial horizontal load test on piles. Cost to including one additional pile including concrete drilling etc. approx 20m long with 2.0t tor steel. |
| 48 | Routine test load 750 T |
| 49 | Pile Integrity Test. |
| 50 | Providing and laying M35 grade concrete in Abutments, Piers, Return walls & Median walls using 20mm down graded metal including necessary shuttering, centering, compaction by vibrating, curing, etc. complete in all respects (excluding reinforcement). Cost to include for suitable grooves etc. Shuttering 3 m2 / m3 (Including Return wall). |
| 51 | Providing and laying M35 grade concrete in piercap & pedestals etc using 20mm and down graded metal including necessary Erection, shuttering, centering, compaction by vibrating, curing, etc. complete in all respects (excluding reinforcement). Shuttering 3 m2 / m3. |
| 52 | Providing, cutting, bending, hooking, laying in position and tying TMT FE 500D reinforcement bars including chairs, spacers,etc. complete in all respects. |
| 53 | Providing and applying an elastic elastomeric membrane forming system with anticarbonation and berathing properties. The system (EMCECOLORFLEX + PRIMEX 250) or equivalent should be based on solvent free acrylic polymers with solid contents of 70 + 3% and should be ultra violet resistant crack bridging type water-proofing coating. For anti-carbonation equivalent Air layer thickness denoted as R or SD CO2 > 50 m and for breathability equivalent Air layer thickness denoted as SD H20 shall be < 4 for vapour transmitting barrier. The system consists of one coat primer at 75-100 g/m2. The consuption of polymer coating to give film thickness of 200-225 microns should be approximately 400-450 gms/m2 per two coats. Polymer coating should be in suitable approved shades including suitable surface preparation cost of materials and labour for applying the above coating and scaffolding charges all inclusive of taxes. |
| 54 | Coal tar epoxy paint for piers below ground level. |
| 55 | Providing Back filling for quadrants, with selected imported granular material of approved quality including all leads and lifts complete as per Technical Specification Clause 305. |
| 56 | Providing and fixing as per drawings over pedestals POT-PTFE bearings: 200 MT capacity (fixed). |
| 57 | Providing and fixing as per drawings over pedestals POT-PTFE bearings:200 MT capacity (free). |
| 58 | Providing and laying M45 grade concrete for precasting superstructure, in PSC girder for various spans including necessary shuttering, centering, compaction by vibrating, curing etc. using necessary plant, machinery, casting yard, transportion on trailors, erection equipment in all respect, including cost of staging. (Shuttering 5 m2 / m3). |
| 59 | Providing and laying M40 grade concrete in the deck slab and diaphragms. (Shuttering 5 m2 / m3). |
| 60 | Providing and laying high tensile steel strands of 15.4 mm / 12.7 mm dia., along with necessary anchor sets, grips, HDPE sheathing, stressing of strands using necessary equipment etc. |
| 61 | Providing, cutting, bending, hooking, laying in position & tying HYSD (TMT - FE-500D) reinforcement bars, complete as per drawings. |
| 62 | Protective coating on exposed surfaces of superstructure with Anti Carbonation acrylic Paint of approved quality and colour in two coats of total thickess of 140 microns from reputed manufacturer as per tender clauses. |
| 63 | Launching of girders including transport from casting yard, cranes, staging trestles etc.- Girder Weight upto 60 t. ( 25.m long girders ). |
| 64 | Load testing of superstructure span, Test load approx 200 MT. |
| 65 | Wearing Coat : Providing bituminous concrete of 40mm thick in two layers followed by 25mm thick mastic asphalt. |
| 66 | Providing and laying M40 grade concrete for casting crash barrier / RCC hand railing & Median including necessary shuttering, centering, compaction by vibrating, curing, etc. using necessary plant, machinery and equipment in all respect with MS plate and 1 Nos MS pipe railing. Shuttering 5 m2 / m3. |
| 67 | Providing, cutting, bending, hooking, laying in position & tying HYSD (TMT - FE-500D) reinforcement bars, complete as per drawings. |
| 68 | Protective coating with water proof cement based paint to anti crash parapet. |
| 69 | Providing and fixing of strip seal expansion joints as per MOST specifications and tender clauses in all respect as per detailed drawings for carriageway.- Single seal for 80mm movement. |
| 70 | Providing and fixing of strip seal expansion joints as per MOST specifications and tender clauses in all respect as per detailed drawings for carriageway.- 100dia. |
| 71 | a) Providing and fixing 150 mm dia G.I drainage spout with C.I grating. |
| 72 | G.I 150 mm dia Runner pipe & down take pipes. |
| 73 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. |
| 74 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. |
| 75 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. |
| 76 | Stone pitching on sloped surfaces (300mmthick) for earth protection complete (for Quadrants) as per drawings and Technical Specification 2504. |
| 77 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wallwing wall and earth retainig structure complete as directed by the Engineer in charge>A) 110 mm dia. |
| 78 | Painting of CD No. and Span arrangement as per Technical specifications.. |
| 79 | Taking bore holes with double core tube up to an average depth of 50 m below ground level including drilling in rock for 3m, collecting samples, testing and preparing reports as per tender.. |
| 80 | Carrying out complete engineering survey with total stations, including identification of utilities, mapping them etc. complete ( 550 Rm ). |
| 81 | Providing cast-in-situ bored 1200mm / 1500mm dia. piles with M35 grade using 20mm and down graded metal to required depth of 2D in hard rock or 3.0D in case of softrock and including provision of 6mm thick MS liner upto required depth, placing of reinforcement, concreting by tremie and use of drilling rig and necessary plant & machinery as per tender clauses including chipping etc. (Excluding cost of reinforcement, liner) Measured from cut of level i) Boring length of piles. |
| 82 | Providing cast-in-situ bored 1200mm / 1500mm dia. piles with M35 grade using 20mm and down graded metal to required depth of 2D in hard rock or 3.0D in case of softrock and including provision of 6mm thick MS liner upto required depth, placing of reinforcement, concreting by tremie and use of drilling rig and necessary plant & machinery as per tender clauses including chipping etc. (Excluding cost of reinforcement, liner) Measured from cut of level ii) Concreting in piles. |
| 83 | Excavation below ground level in all strata except hard rock for pile cap/open foundations etc including disposal of material.. |
| 84 | Providing and laying M15 grade concrete for PCC below pile caps using 20mm & down graded metal including necessary shuttering, centring, compaction by vibrating, curing etc. in all respects. |
| 85 | Providing and laying M35 grade concrete for pile caps using 20mm and down graded metal including necessary shuttering,centring, compaction by vibrating, curing etc. in all respects. ( Shuttering 0.5 m2 / m3 ). |
| 86 | Providing, cutting, bending, hooking, laying in position and tying TMT FE 500D reinforcement ' bars as per drawing in Foundations. - a) Fe 500D Steel. |
| 87 | Protective coating by coal tar epoxy to pile caps in two coats over one coat of primer. Total DFT 210. |
| 88 | Providing and fabricating 6mm thick MS liner for 1200mm/1500mm dia. piles in all respects. upto top of scour level from cut off level.. |
| 89 | Protective coating to pile liners only on outer side of liner. Carrrying out load tests for 1200mm dia. Piles. |
| 90 | Carrying out initial vertical load test on piles Vertical Load test for 750T. Cost to include one pile concrete drilling etc. approx 40m long with 4.0t of steel. |
| 91 | Carrying out intial horizontal load test on piles. Cost to including one additional pile including concrete drilling etc. approx 20m long with 2.0t tor steel. |
| 92 | Routine test load 750 T. |
| 93 | Pile Integrity Test. |
| 94 | Providing and laying M35 grade concrete in Abutments, Piers, Return walls & Median walls using 20mm down graded metal including necessary shuttering, centering, compaction by vibrating, curing, etc. complete in all respects (excluding reinforcement). Cost to include for suitable grooves etc. Shuttering 3 m2 / m3 (Including Return wall). |
| 95 | roviding and laying M35 grade concrete in piercap & pedestals etc using 20mm and down graded metal including necessary Erection, shuttering, centering, compaction by vibrating, curing, etc. complete in all respects (excluding reinforcement). Shuttering 3 m2 / m3. |
| 96 | Providing, cutting, bending, hooking, laying in position and tying TMT FE 500D reinforcement bars including chairs, spacers,etc. complete in all respects. |
| 97 | Protective coating on exposed surfaces of superstructure with Anti Carbonation acrylic Paint of approved quality and colour in two coats of total thickess of 140 microns from reputed manufacturer as per tender clauses. |
| 98 | Coal tar epoxy paint for piers below ground level. |
| 99 | Providing Back filling for quadrants, with selected imported granular material of approved quality including all leads and lifts complete as per Technical Specification Clause 305. |
| 100 | Providing and laying filter media with Granular materials crushed stone Aggregates satisfying the rerquirement As Per Clause 2504.2.2 of MOSRT & H Specification to a thickness of 500 mm laid horizontally in layers of 250mm thick and compacted to firm condition etc. complete as direction by Engineer-in-charge. |
| 101 | Providing and fixing as per drawings over pedestals POT-PTFE bearings: 200 MT capacity (fixed) |
| 102 | Providing and fixing as per drawings over pedestals POT-PTFE bearings:200 MT capacity (free). |
| 103 | Providing and fixing as per drawings over pedestals POT-PTFE bearings: 600MT capacity (free) |
| 104 | Providing and fixing as per drawings over pedestals POT-PTFE bearings: 600MT capacity (fixed). |
| 105 | Providing and laying M45 grade concrete for precasting superstructure, in PSC girder for various spans including necessary shuttering, centering, compaction by vibrating, curing etc. using necessary plant, machinery, casting yard, transportion on trailors, erection equipment in all respect, including cost of staging. (Shuttering 5 m2 / m3) |
| 106 | Providing and laying M40 grade concrete in the deck slab and diaphragms. (Shuttering 5 m2 / m3). |
| 107 | Providing and laying high tensile steel strands of 15.4 mm / 12.7 mm dia., along with necessary anchor sets, grips, HDPE sheathing, stressing of strands using necessary equipment etc. |
| 108 | Providing, cutting, bending, hooking, laying in position & tying HYSD (TMT - FE-500D) reinforcement bars, complete as per drawings. |
| 109 | Protective coating on exposed surfaces of superstructure with Anti Carbonation acrylic Paint of approved quality and colour in two coats of total thickess of 140 microns from reputed manufacturer as per tender clauses. |
| 110 | Launching of girders including transport from casting yard, cranes, staging trestles etc.- Girder Weight upto 60 t. ( 25.m long girders ). |
| 111 | Load testing of superstructure span, Test load approx 200 MT |
| 112 | Providing, fabricating and erecting structural steel welded plate girders, box girders and IS rolled sections for navigational span through arch type of superstructure with low hydrogen electrodes (E- 7018 grade, AWS) with manual arc welding or automatic submerged arc welding (CO2 shielded) with all edge preparations etc complete as specified, including all high strength connection bolts of property class 10.9 conforming to IS 3757. All structural steel shall be of grade E250 (Fe410W)A conforming to IS 2062 with minimum yield stress of 250Mpa and ultimate tensile stress of 410Mpa. All welds shall be checked with radiographic/ dye penetration test as required. All welding shall be carried out by welders certified by agency approved by client/ consultant. Erection shall be over river. Rate shall include painting as per following specifications. |
| 113 | Macalloy 460S grade bar system M64 thread with nominal bar dia 60mm, minimum yield load 1204 KN, minimum breaking load 1596 KN. Macalloy S460 bar system, M64 thread, length upto 17.778m |
| 114 | Macalloy $460 bar system, M64 thread, length upto 17.11m. |
| 115 | Macalloy S460 bar system, M64 thread, length upto 16.0m |
| 116 | Macalloy S460 bar system, M64 thread, length upto 14.44m |
| 117 | Macalloy S460 bar system, M64 thread, length upto 12.44m |
| 118 | Macalloy S460 bar system, M64 thread, length upto 10.0m |
| 119 | Macalloy S460 bar system, M64 thread, length upto 7.11m |
| 120 | Macalloy S460 bar system, M64 thread, length upto 3.78m |
| 121 | Providing and laying M40 grade concrete in the deck slab including Haunches (using sacrificial shuttering). |
| 122 | Providing, cutting, bending, hooking, laying in position and tying TMT FE 500D reinforcement bars including chairs, spacers,etc. complete in all respects. |
| 123 | Errection of Bow String girders over river span with temporary steel piles. |
| 124 | Load testing of superstructure span, Test load approx 600 MT. |
| 125 | Wearing Coat : Providing bituminous concrete of 40mm thick in two layers followed by 25mm thick mastic asphalt. |
| 126 | Providing and laying M40 grade concrete for casting crash barrier / RCC hand railing & Median including necessary shuttering, centering, compaction by vibrating, curing, etc. using necessary plant, machinery and equipment in all respect with MS plate and 1 Nos MS pipe railing. Shuttering 5 m2 / m3 |
| 127 | Providing, cutting, bending, hooking, laying in position and tying TMT FE 500D reinforcement bars including chairs, spacers,etc. complete in all respects. |
| 128 | Protective coating with water proof cement based paint to anti crash parapet. |
| 129 | Providing and fixing of strip seal expansion joints as per MOST specifications and tender clauses in all respect as per detailed drawings for carriageway.- Single seal for 80mm movement. |
| 130 | Providing and fixing of strip seal expansion joints as per MOST specifications and tender clauses in all respect as per detailed drawings for carriageway.- 100dia. |
| 131 | a) Providing and fixing 150 mm dia G.I drainage spout with C.I grating. |
| 132 | G.I 150 mm dia Runner pipe & down take pipes. |
| 133 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. |
| 134 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. |
| 135 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. |
| 136 | Stone pitching on sloped surfaces (300mmthick) for earth protection complete (for Quadrants) as per drawings and Technical Specification 2504. |
| 137 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wallwing wall and earth retainig structure complete as directed by the Engineer in charge>A) 110 mm dia. |
| 138 | Painting of CD No. and Span arrangement as per Technical specifications.. |
| 139 | Supplyingand fixingat site retro-reflectorised typeandmadeof high intensitygradesignboardsmadeofencapsulatedlensetypeofreflective sheetingfixedover2mmthickaluminiumsheetingallcompleteincluding vertical pipes/angles/posts earthworks.750 mm circular |
| 140 | Cautionary/Mandatory/Facility Information Sign Board with Definition Plate Providing & fixing of cautionary sign board of Cautionary/Mandatory/Facility Information sign board with definition plate of size 200mmx900mm made out of retro reflective sheeting conforming to Type XI standards of ASTM D4956-09 & as per IRC-67: 2012 specifications fully covered over 4mm thick ACP/2mm thick Al supported with back support frame of 35x35x35mm mild steel angle. Board Shall be fixed to a vertical post of 75x75x6mm mild steel angle of 3.6 mtr height and firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm etc 60 cm below ground level. 10 years warranty & a certified copy of three years outdoor exposure report from an independent lab as per IRC 67-2012 for Type XI retro reflective sheeting shall be submitted by the contractor.>900mm Triangle - Cautionary Sign |
| 141 | Cautionary/Mandatory/Facility Information Sign Board with Definition Plate Providing & fixing of cautionary sign board of Cautionary/Mandatory/Facility Information sign board with definition plate of size 200mmx900mm made out of retro reflective sheeting conforming to Type XI standards of ASTM D4956-09 & as per IRC-67: 2012 specifications fully covered over 4mm thick ACP/2mm thick Al supported with back support frame of 35x35x35mm mild steel angle. Board Shall be fixed to a vertical post of 75x75x6mm mild steel angle of 3.6 mtr height and firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm etc 60 cm below ground level. 10 years warranty & a certified copy of three years outdoor exposure report from an independent lab as per IRC 67-2012 for Type XI retro reflective sheeting shall be submitted by the contractor.>600mm x 800mm Rectangle - Facility Information Sign. |
| 142 | Providing & fixing of cautionary sign board of Cautionary/Mandatory/Facility Information sign board made out of retro reflective sheeting conforming to Type XI standards of ASTM D4956-09 & as per IRC-67: 2012 specifications fully covered over 4mm thick ACP/2mm thick Al supported with back support frame of 25x25x3 mm stainless steel angle of 304 grade. Board Shall be fixed to a vertical post of 80mm dia stainless steel pipe of 3.6 mtr height and firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm etc 60 cm below ground level. 10 years warranty & a certified copy of three years outdoor exposure report from an independent lab as per IRC 67-2012 for Type XI retro reflective sheeting shall be submitted by the contractor.>300mm x 900mm Rectangle - Hazard Marker Sign. |
| 143 | Providing & fixing of cautionary sign board of Cautionary/Mandatory/Facility Information sign board made out of retro reflective sheeting conforming to Type XI standards of ASTM D4956-09 & as per IRC-67: 2012 specifications fully covered over 4mm thick ACP/2mm thick Al supported with back support frame of 25x25x3 mm stainless steel angle of 304 grade. Board Shall be fixed to a vertical post of 80mm dia stainless steel pipe of 3.6 mtr height and firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm etc 60 cm below ground level. 10 years warranty & a certified copy of three years outdoor exposure report from an independent lab as per IRC 67-2012 for Type XI retro reflective sheeting shall be submitted by the contractor.>600mm x 500mm Rectangle - Chevron Sign. |
| 144 | Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting \\"C' type XI micro prismatic retro reflective material with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans)A 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor.>Truss and Vertical Support |
| 145 | Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting \\"C' type XI micro prismatic retro reflective material with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans)A 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor.>Aluminium alloy plate for over head sign |
| 146 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting \\"C' type XI micro prismatic retro reflective material vide clause 801.3 fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm 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)etc complete as per MORT &H Specifications Fifth Edition. A 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. |
| 147 | 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 MORTH Specification 803 |
| 148 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980 fixing in position including painting and printing etc)>Hectometer stone (Precast) |
| 149 | Supplying and fixing of pre-cast RCC kilometer stones ( factory made) confirming to IRC 26-1967 in M-20 grade with 20mm nominal size of granitic/basaltic aggregate compacted by means of mechanical vibrator curing etc. Cost including Reinforcement etc. with a smooth finish ( the cost of bed concrete and excavation to be paid separately.)>Kilometer stones or ODR and V.R. |
| 150 | Supplying and fixing of pre-cast RCC kilometer stones ( factory made) confirming to IRC 26-1967 in M-20 grade with 20mm nominal size of granitic/basaltic aggregate compacted by means of mechanical vibrator curing etc. Cost including Reinforcement etc. with a smooth finish ( the cost of bed concrete and excavation to be paid separately.)>5th km stones on NH SH and MD Roads |
| 151 | Supplying and fixing in position factory made Pre-cast RCC boundary stones confirming to IRC-25-1967 in concrete grade of M-20 with 20 mm nominal size granitic/basaltic aggregate compacted by means of mechanical vibrator in a smooth form of finish and 6mm dia bars in five no.s. stirrups and two number inverted 'U' size bars etc. complete (Excavation bed concrete to be paid seperately)>Circular 150 mm dia at top 200 mm dia at base and 900 m length. |
| 152 | Road Delineators (Supplying 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 stripes fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top buried or pressed into the ground and confirming toIRC-79 and the drawings.) |
| 153 | Metal Beam Crash Barrier>Providing and erecting a \\"W\\" metal beam crash barrier \providing and erecting \\"W\\" Beam Crash barrier comprising of following three factory made unites-viz. 1) W Beam 2) Spacer Block 3) Vertical Post. The \\"W\\" beam 3mm thick cold roll formed guard rail raw material Conforming to IS-5986-2011 with minimum Grade 255 & with minimum yield stress of 255 Mpa which is fixed by bolted connection to spacer block C-channel of size 150mm* 75mm & 5mm thick 33cm height spaced 2meter centre to centre fixed to Vertical Post C-channel of size 150mm*75mm&5mm thick cold roll formed section made from HR coils raw material conforming to IS-5986-2011 with minimum Grade 255 & with minimum yield stress of 255MPa with 70cms free height above road or Ground level and embedded to 110cms deep in cement concrete block of size 35cm*35*115cm or as directed by Engineer Incharge assembled & fixed as per drawings of MORTH&H Circular No.RW/NH/33022/1/94-DO/III dated 24/6/1994 & construction operation as per 811 or revevant MORT&H specifications for Roads & Bridge Works (latest edition). All fittings (bolts nuts fasteners washers etc.) shall be conforming to IS:1367 & IS:1364 & galvanished by hot dip zinc coated process @0.55kg/m2 conforming to relevent IS specifications all etc. complete |
| 154 | Road Markers/Road Stud with Lense Reflector (Providing 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). |
| 155 | Providing, planting and maintaining the avenue plantation and median plantation as per the Additional Median Plantation- Planting flowering Plant sand Shrubs in Central Verge, including one year maintenance. |
| 156 | Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick kerb channel 300 mm wide 50 mm thick in PCC M20 grade sloped towards the kerb kerb stone with channel laid with kerb laying machine foundation concrete laid manually all complete as per clause 409)>Using Concrete Mixer. |
| 157 | Providing, layingand jointingNP-4 (as per IS:458-2000) casing/conduit pipes for carrying the utility line (cables etc.) |
| 158 | Electrification with Double Arm street light poles @30 mts. |
| 159 | Electrification with Single Arm street light poles @30 mts. |
| 160 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per MORTH Specification 803. |
| 161 | Earthwork in excavation of foundation of structures of culvertsabntments piers retaining walls etc. 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 back filling the excavation earth to the extent required and utilising the remaning earth locally for road work upto 3.00 m depth as per MORTH Specification 304>EXCLUDING DEWATERING>Ordinary soil>Mechanical Means |
| 162 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads transporting to site spreading grading to required slope and compacted to meet requirement of table No. 300-2) |
| 163 | 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 as per MORTH Specification 406. |
| 164 | Providing and applying primer coat with bitumen or bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means as per MoRT&H specifications clause 502.>Bitumen 80/100 @ 0.60 kg/sq.m. |
| 165 | Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specifications clause 503.>Bitumen 80/100 @ 0.20 kg/sq.m |
| 166 | Dense Graded Bituminous Macadam (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. 505 complete in all respects.)>for Grading I ( 40 mm nominal size ) |
| 167 | Providing and laying bituminious concrete with 40-60 TPH Drum Mix type Hhot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminious binder to mix with filler transporting the hotmix to work site with all leads laying with a hydrostatic/hydraulic paver finisher with sensor control to the required grade level and alignment using antistripping agent rolling with smooth wheeled vibratory or tandem rollers to achieve the desired compaction complete as per MoRT&H Specifications Clause 509>Grade-II (13mm nominal size) @ 6.0% Bitumen of grade 60/70>Antistripping agent @ 0.5% of bitumen content |
| 168 | Earthwork in excavation of foundation of structures of culvertsabntments piers retaining walls etc. 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 back filling the excavation earth to the extent required and utilising the remaning earth locally for road work upto 3.00 m depth as per MORTH Specification 304>EXCLUDING DEWATERING>Ordinary soil>Mechanical Means |
| 169 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days.) |
| 170 | Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works in head walls and parapets . )>1200 mm dia |
| 171 | Earthwork in excavation of foundation of structures of culvertsabntments piers retaining walls etc. 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 back filling the excavation earth to the extent required and utilising the remaning earth locally for road work upto 3.00 m depth as per MORTH Specification 304>EXCLUDING DEWATERING>Ordinary soil>Mechanical Means. |
| 172 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering shuttering and finishing :>All works upto plinth level |
| 173 | Plain/Reinforced cement concrete in well foundation complete as per drawing and technical specification>Well curb>RCC M25 Grade>Using concrete mixer. |
| 174 | Providing, cutting, bending, hooking, laying in position & tying HYSD (TMT - FE-500D) reinforcement bars, complete as per drawings. |
| 175 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wallwing wall and earth retainig structure complete as directed by the Engineer in charge>A) 110 mm dia |
| 176 | Providing and laying filter media with Granular materials crushed stone Aggregates satisfying the rerquirement As Per Clause 2504.2.2 of MOSRT & H Specification to a thickness of 500 mm laid horizontally in layers of 250mm thick and compacted to firm condition etc. complete as direction by Engineer-in-charge. |
| 177 | Turfing with Sods (Furnishing and laying of the live sods of perennial turf forming grass on embankment slope verges or other locations shown on the drawing or as directed by the engineer including preparation of ground fetching of rods and watering). |
| 178 | Providing and laying granular filter material underneath stone pitching on embankment slopes complete. |
| 179 | Stone pitching on sloped surfaces (300mmthick) for earth protection complete (for Quadrants) as per drawings and Technical Specification 2504 |
| 180 | Constructiom of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines grades levels and dimensions as per approved design and to the requirement of Clauses 301 to 309 Excavated material to be used in embankement at site as per Morth specification 309>Mechanical Means. |
| 181 | Providing and constructing Rain Water harvesting unit at every500m intervals alternatively on either side of the Road. |
| 182 | Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick kerb channel 300 mm wide 50 mm thick in PCC M20 grade sloped towards the kerb kerb stone with channel laid with kerb laying machine foundation concrete laid manually all complete as per clause 409)>Using Concrete Mixer. |
| 183 | Providing and Construction of water chutes as per IRCSP-42)with half pipe of 300 mm dia PCC with MC10 |
| 184 | Providing and Construction of water chutes asper IRCSP-42)with half pipe of 300 mm dia |
| 185 | PCC with MC10 |
| 186 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications>RCC Grade M20>Using concrete mixer |
| 187 | Providing, cutting, bending, hooking, laying in position & tying HYSD (TMT - FE-500D) reinforcement bars, complete as per drawings. |
| 188 | Add 1% Labour cess i.e. NH Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 31, 2026
17:00 IST
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Upcoming · 20 daysAug 03, 2026
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