Tender For Construction Of 16M 2 Lane Reinforced Cement Concrete Bridge In Km12 And 20M 2-Lane Reinforced Cement Concrete Bridge In Km15 Of Raipur Kaddukhal Motor Road (Sh19) And 20M 2-Lane Reinforced Cement Concrete Bridge And 24.5M 2-Lane Reinforced Cem
Tender Value
7.30 Crore
Estimated cost
Bid Submission
22 Sep 2026
9 days left
EMD
14.60 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tehri Garhwal → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of 16M 2 Lane Reinforced Cement Concrete Bridge In Km12 And 20M 2-Lane Reinforced Cement Concrete Bridge In Km15 Of Raipur Kaddukhal Motor Road (Sh19) And 20M 2-Lane Reinforced Cement Concrete Bridge And 24.5M 2-Lane Reinforced Cement Concrete Bridge In Km21 Of Suwakholi Almas Bhawan Nagun Motor Road (Sh30) In District Tehri.
BOQ
| Sl. No. | Item Description |
| 1 | Construction of 16 span Bridges on KM 12 (HM 0-2) of SH 19 (Bridge ID 1585) |
| 2 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls , retainingwalls , parapets , scuppers, etc.including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 3 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 4 | Type - A, \\"W\\" : Metal Beam Crash BarrierProviding and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre , 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ( if Concrete Required for Vertical post Fixing will be paid extra) |
| 5 | By Mix in Place MethodConstruction of granular sub-base by providing well graded material , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Granular Sub-base with Well Graded Material (Table 400.1) For Grading I Material |
| 6 | WBM Grading 2Providing , laying , spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading i n uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming , stone screening/binding materials to fill-up the interstices of coarse aggregate , watering and compacting to the required density grading 2 as per Technical Specification Clause 405.By Manual Means |
| 7 | WBM Grading 3Providing , laying , spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading i n uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill- up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means |
| 8 | Prime Coat Medium porosityProviding and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as p er Technical Specification Clause 502. |
| 9 | Tack CoatProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg Sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 10 | Road Studs / Cat Eye:Providing and fixing of single mould twin shank reflective road studs of ‘Category A’ raised pavement markers made out of polycarbonate/ABS moulded body and reflective panels with microprismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values as given in the detailed specifications. The product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and be fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be moulded in the RPM body. The reflective raised pavement markers shall also conform to the MoRTH Circular No. RW/NH.33023/10/97-DO.III. The length, height and width of the body shall not be less than 100 mm, 15 mm and 90 mm respectively, and the base of the marker shall be flat within 1.3 mm. The outermost faces of the configuration of the marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 ± 133 tested in accordance with ASTM D4280. The marker shall withstand a flexural strength of 909 ± 133f force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or Methyl Methacrylate conforming to ASTM D788. The area of each retro-reflectory surface shall not be less than 13.0 sq.cm. The slope of the retro-reflectory surface shall be 35 ± 5 degrees to the base. Each reflector shall have a CIL not less than the values specified in Table 1 of MoRTH Section 800, Page No. 353, and should accompany a two-year warranty for satisfactory field performance from the manufacturer. |
| 11 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2 .5 mm thick including reflectorising glass beads @ 250 gms Sqm area, as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. |
| 12 | AFP (Aluminum-backed flexible prismatic sheeting) Hazard Marker:Providing and fixing Aluminum-backed flexible prismatic sheeting consisting of Yellow colored flexible prismatic sheeting with non-metallic prismatic lens as retro reflective elements and conforming to ASTM D 4956-09 Type VI specification values for reboundable sheeting. AFP sheeting shall be of 1ft width and laminated at the back with a 50 micron thick Aluminum (Al) foil with pressure sensitive adhesive and liner. AFP sheeting shall have screen printed arrow/slant line pattern in black color on top & shall not crack when tested for flexibility as per section S2.2.2 of ASTM D 4956-09. The AFP sheeting shall be applied with a neoprene contact adhesive with Polychloroprene as base & the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off & product specification shall confirm to IRC Accreditation |
| 13 | Providing and fixing of retro - reflectorised cautionary , mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. 900 mm equilateral triangle |
| 14 | Providing and fixing of retro - reflectorised cautionary , mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. 600 mm circular |
| 15 | Providing and fixing of retro - reflectorised cautionary , mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801, 800 mm x 600 mm rectangular |
| 16 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 Manual Means Bitumen (VG-30) |
| 17 | Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. By Manual Means,Case - I : Type A Bitumen (VG-30) |
| 18 | Excavation for StructuresEarthwork 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.Ordinary soil Upto 3 m depth |
| 19 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15, Nominal mix (1:2.5:5) |
| 20 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, P.C.C. grade M 20, Nominal mix (1:2:4) |
| 21 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 22 | Excavation for Structures (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 andbottom and backfilling with approved material.) Ordinary soil, Mechanical Means Depth upto 3 m |
| 23 | Excavation for Structures (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 andbottom and backfilling with approved material.) Ordinary soil, Mechanical Means, Depth 3 m to 6 m |
| 24 | Excavation for Structures (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 andbottom and backfilling with approved material.) Ordinary soil, Mechanical Means, Depth above 6m |
| 25 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15, With Batching Plant, Transit Mixer and Manual placing |
| 26 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M30, With Batching Plant, Transit Mixer and Manual placing |
| 27 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 28 | Plain/ Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsRCC Grade M30, Height upto 5m, With Batching Plant, Transit Mixer and Concrete Pump |
| 29 | Plain/ Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsRCC Grade M30, Height 5m to 10m, With Batching Plant, Transit Mixer and Concrete Pump |
| 30 | Plain/ Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M30, Height above 10m, With Batching Plant, Transit Mixer and Concrete Pump |
| 31 | Supplying, fitting and placing HYSD b ar reinforcement in sub - structure complete as per drawing and technical specifications. |
| 32 | Providing weepholes in Brickmasonry / 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. |
| 33 | Providing and laying of Filter media with granularmaterials / stonecrushed 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. |
| 34 | Furnishing and PlacingReinforced / Prestressedcement concrete in super- structure as per drawing and Technical Specification. RCC Grade M 30, For T-beam & slab, Height 5m to 10m |
| 35 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 36 | Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete new jersey crash barrier at the medians, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming to conforming MoRT&H Specification and as per details given IRC-119 (Fig.-26) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc.., as per approved drawing and at locationsdirected by the Engineer, all as specified. (Area-0.261 Sqm. /Meter, Double Face) M30 grade concrete-M30 grade concrete & HYSD steel reinforcement |
| 37 | Drainage Spouts complete as per drawing and Technical specification |
| 38 | Providing and laying Cement concrete wearing coat M- 30 grade including reinforcement complete as per drawing and Technical Specifications. |
| 39 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification With Batching Plant, Transit Mixer and Manual placing |
| 40 | Reinforced cement concrete (M30) approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 41 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer 's instructions for installation.) |
| 42 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) |
| 43 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) |
| 44 | Doing load test on bridge span as per IRC codeprovision , inclusive of mobilization , loading , field measurement & submission of report complete in all respect.(Cost of each) |
| 45 | 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 MoRTH specificatons complete including all accessories as per drawing and Technical Specifications. (Including the Cost of Bearing Assembly) |
| 46 | Dismantling of Structures 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 wherevernecessary , sortingthedismantledmaterial , disposalof unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. By Mechanical Means. Reinforced Cement Concrete |
| 47 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry , includingdisposalof unserviceable material and stacking the serviceable material with all lift and lead o f 1000 m as per Technical Specification Clause 202. Cement mortar |
| 48 | Excavation in Hilly Areas in Soil by mechanical means. Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 49 | Earthwork in Hill Road Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting.Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 50 | Excavation in hilly area in hard rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 51 | Excavation for StructuresEarthwork 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. Ordinary soil, Upto 3 m depth |
| 52 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &, P.C.C grade M 15, Nominal mix (1:2.5:5) |
| 53 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls , retainingwalls , parapets , scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 54 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 55 | 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 Clauses 614 , 709 , 1204.3.7 |
| 56 | Providing and laying reinforced cement concrete pipe NP3 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 as per Clause 1106. 1200 mm dia |
| 57 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 58 | Granular Sub-base with Well Graded Material (Table 400.1)By Mix in Place Method Construction of granular sub-base by providing well graded material , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading I Material |
| 59 | WBM Grading 2Providing , laying , spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading i n uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming , stone screening/binding materials to fill-up the interstices of coarse aggregate , watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By Manual Means |
| 60 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, P.C.C. grade M 20, Nominal mix (1:2:4) |
| 61 | Environmental Monitoring.Testing of ambient air quality, water quality noise levels and soil near the construction site, preconstruction, during construction and post construction, with no. of samples as per mentioned in EMP and submitting the report in specified formats and intervals as required, including water sprinkling at site to supress dust to minimise the dust pollution at site during construction period, including shrub and grass plantation on/ near site, including EMP training at site and EMP report preparation, all as per direction of Engineer-in-charge. |
| 62 | Air Quality test (samples) |
| 63 | Water Quality test (samples) |
| 64 | Noise Levels test (samples) |
| 65 | Soil test (Samples) |
| 66 | Water sprinkling at site. |
| 67 | Shrub and grass plantation on/ near site. |
| 68 | EMP training at site and EMP report preparation. |
| 69 | Construction of 20 span Bridges on KM 15 of SH 19 (Bridge ID 1586) |
| 70 | Excavation for StructuresEarthwork 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 Ordinary soil Upto 3 m depth |
| 71 | Excavation in Hilly Areas in Soil by mechanical means Excavation in soil in Hilly Area by mechanical means including cutting and ntrimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 72 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiringblasting Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 73 | Excavation in Hilly Areas in Hard Rock requiring blasting Excavation in hilly areas in hard rock requiring blasting, by mechanical nmeans, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. |
| 74 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 15 Nominal mix (1:2.5:5) |
| 75 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 76 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. PCC Grade M20 Nominal mix (1:2:4) |
| 77 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 78 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 79 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 80 | Type - A, \\"W\\" : Metal Beam Crash BarrierProviding and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 (Vertical post fixed in M15 cement concrete filled in standard pit of size 1.20m x 0.45m x 0.45m) |
| 81 | Granular Sub-base with Close Graded Material (Table:- 400-1) Mix in Place 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 |
| 82 | WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.I By Manual Means |
| 83 | WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.I By Manual Means |
| 84 | Prime Coat Medium porosity.Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 85 | Tack CoatProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg Sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 86 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 Manual Means Bitumen (VG-30). |
| 87 | Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. By Manual Means, Type A using Bitumen (VG-30) |
| 88 | Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 89 | Road Studs / Cat Eye:Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer. |
| 90 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms Sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 91 | AFP (Aluminum-backed flexible prismatic sheeting) Hazard Marker:Providing and fixing Aluminum-backed flexible prismatic sheeting consisting of Yellow colored flexible prismatic sheeting with non-metallic prismatic lens as retro reflective elements and conforming to ASTM D 4956-09 Type VI specification values for reboundable sheeting. AFP sheeting shall be of 1ft width and laminated at the back with a 50 micron thick Aluminum (Al) foil with pressure sensitive adhesive and liner. AFP sheeting shall have screen printed arrow/slant line pattern in black color on top & shall not crack when tested for flexibility as per section S2.2.2 of ASTM D 4956-09. The AFP sheeting shall be applied with a neoprene contact adhesive with Polychloroprene as base & the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off & product specification shall confirm to IRC Accreditation. |
| 92 | Traffic Signs Retro-reflectorised Traffic Signs Retro-Reflectorised Traffic Signs (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) and Technical Specification Clause 801. 900 mm equilateral triangle |
| 93 | 600 mm circular |
| 94 | 800 mm x 600 mm rectangular |
| 95 | (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.) Ordinary soil Mechanical Means Depth upto 3 m |
| 96 | (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.) Ordinary soil Mechanical Means Depth 3 m to 6 m |
| 97 | Plain cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 With Batching Plant, Transit Mixer and Manual placing |
| 98 | Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M 30 Using Batching Plant, Transit Mixer and Concrete Pump |
| 99 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 100 | Plain/ Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M30, Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump |
| 101 | Plain/ Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M30 Height 5m to 10m With Batching Plant, Transit Mixer and Concrete Pump |
| 102 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications. |
| 103 | Furnishing and Placing Reinforced/Prestressed cement concrete in super- structure as per drawing and Technical Specification RCC Grade M 30 For T-beam & slab, Height 5m to 10m |
| 104 | a)Supplying, fitting and placing HYSD bar reinforcement in su super-structure complete as per drawing and technical specifications |
| 105 | Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete new jersey crash barrier at the medians, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming to conforming MoRT&H Specification and as per details given IRC-119 (Fig.-26) including dowel bars 25 mm dia,450 mm long at expansion joints filled with pre-moulded asphalt filler board etc.., as per approved drawing and at locationsdirected by the Engineer, all as specified.(Area-0.261 Sqm. /Meter, Double Face) M30 grade concrete-M30 grade concrete & HYSD steel reinforcement |
| 106 | Drainage Spouts complete as per drawing and Technical specification |
| 107 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. |
| 108 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification With Batching Plant, Transit Mixer and Manual placing |
| 109 | Reinforced cement concrete (M30) approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 110 | Strip Seal Expansion Joint (Providing and laying of strip seal expansion joint catering to maximum horizontal movement upto 70 mm ( complete as per approved drawings and standard specifications ) to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) |
| 111 | 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 |
| 112 | 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. |
| 113 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 114 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease,efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) |
| 115 | Supply,Fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of MORTH specifications complete including all accessories as per drawing and Technical Specifications.(including the cost of bearing assembly) |
| 116 | Doing load test on bridge span as per IRC code provision, inclusive of mobilization, loading, field measurement & submission of report complete in all respect. |
| 117 | Environmental Monitoring.Testing of ambient air quality, water quality noise levels and soil near the construction site, preconstruction, during construction and post construction, with no. of samples as per mentioned in EMP and submitting the report in specified formats and intervals as required, including water sprinkling at site to supress dust to minimise the dust pollution at site during construction period, including shrub and grass plantation on/ near site, including EMP training at site and EMP report preparation, all as per direction of Engineer-in-charge. |
| 118 | Air Quality test (samples) |
| 119 | Water Quality test (samples) |
| 120 | Noise Levels test (samples) |
| 121 | Soil test (Samples) |
| 122 | Water sprinkling at site. |
| 123 | Shrub and grass plantation on/ near site. |
| 124 | EMP training at site and EMP report preparation. |
| 125 | Excavation for StructuresEarthwork 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 |
| 126 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). |
| 127 | Construction of 20 span Bridges on KM 21 (HM 6-8) of SH 30 (Bridge ID 1598) |
| 128 | Excavation in Hilly Areas in Soil by mechanical means Excavation in soil in Hilly Area by mechanical means including cutting and ntrimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 129 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 130 | Excavation in Hilly Areas in Hard Rock requiring blasting Excavation in hilly areas in hard rock requiring blasting, by mechanical nmeans, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. |
| 131 | Excavation for Structures Earthwork 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 Ordinary soil Upto 3 m depth |
| 132 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications, Clause 802, 803, 1202 & 1203. PCC Grade M15 |
| 133 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications, Clause 802, 803, 1202 & 1203. PCC Grade M20 |
| 134 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 135 | Hand packed stone filling in back of walls including cost of all materials, royalty, T&P etc., complete as per direction of Engineer-in-charge (as per PWD Uttarakhand specifications) |
| 136 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 137 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 138 | Type - A, \\"W\\" : Metal Beam Crash Barrier Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 (Vertical post fixed in M15 cement concrete filled in standard pit of size 1.20m x 0.45m x 0.45m) |
| 139 | Granular Sub-base with Close Graded Material (Table:- 400-1) Mix in Place 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 |
| 140 | WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.I By Manual Means |
| 141 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.I By Manual Means |
| 142 | Medium porosity Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 143 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg Sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 144 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 Manual Means Bitumen (VG-30) |
| 145 | Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. Manual Means, Type A using Bitumen (VG-30) |
| 146 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 147 | Road Studs / Cat Eye: Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer. For Edge & Center |
| 148 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms Sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 149 | AFP (Aluminum-backed flexible prismatic sheeting) Hazard Marker:Providing and fixing Aluminum-backed flexible prismatic sheeting consisting of Yellow colored flexible prismatic sheeting with non-metallic prismatic lens as retro reflective elements and conforming to ASTM D 4956-09 Type VI specification values for reboundable sheeting. AFP sheeting shall be of 1ft width and laminated at the back with a 50 micron thick Aluminum (Al) foil with pressure sensitive adhesive and liner. AFP sheeting shall have screen printed arrow/slant line pattern in black color on top & shall not crack when tested for flexibility as per section S2.2.2 of ASTM D 4956-09. The AFP sheeting shall be applied with a neoprene contact adhesive with Polychloroprene as base & the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off & product specification shall confirm to IRC Accreditation |
| 150 | Traffic Signs Retro-reflectorised Traffic Signs Retro-Reflectorised Traffic Signs (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) and Technical Specification Clause 801. 900 mm equilateral triangle |
| 151 | Retro-Reflectorised Traffic Signs (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) and Technical Specification Clause 801 |
| 152 | 600 mm circular |
| 153 | 800 mm x 600 mm rectangular |
| 154 | Plain cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 with batching plant, transit mixer, and manual placing |
| 155 | Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M30 using batching plant, transit mixer, and concrete pump |
| 156 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 157 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M30, height up to 5m using batching plant, transit mixer, and concrete pump |
| 158 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M30, height 5m to 10m using batching plant, transit mixer, and concrete pump |
| 159 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 160 | Furnishing and placing Reinforced/Prestressed cement concrete in super-structure as per drawing and technical specifications. RCC Grade M30 for T-beam & slab, height 5m to 10m |
| 161 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 162 | Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete new jersey crash barrier at the medians, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming to conforming MoRT&H Specification and as per details given IRC-119 (Fig.-26) including dowel bars 25 mm dia,450 mm long at expansion joints filled with pre-moulded asphalt filler board etc.., as per approved drawing and at locationsdirected by the Engineer, all as specified.(Area-0.261 Sqm. /Meter, Double Face) M30 grade concrete & HYSD steel reinforcement. |
| 163 | Drainage Spouts complete as per drawing and Technical specification |
| 164 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 165 | PCC M15 grade leveling course below approach slab complete as per drawing and technical specifications, using batching plant, transit mixer, and manual placing |
| 166 | Reinforced cement concrete (M30) approach slab including reinforcement and formwork complete as per drawing and technical specifications |
| 167 | Strip Seal Expansion Joint (Providing and laying of strip seal expansion joint catering to maximum horizontal movement upto 70 mm ( complete as per approved drawings and standard specifications ) to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) |
| 168 | Excavation for Structures (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.) Hard rock ( blasting prohibited ) Mechanical Means |
| 169 | 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 |
| 170 | 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. |
| 171 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 172 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease,efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) |
| 173 | Supply,Fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of MORTH specifications complete including all accessories as per drawing and Technical Specifications.(including the cost of bearing assembly) |
| 174 | Providing & Fixing 25 mm dia 1.8 m. long rock anchoring including supply of all materials T & P etc Complete in all respect. |
| 175 | Doing load test on bridge span as per IRC code provision, inclusive of mobilization, loading, field measurement, and submission of report complete in all respect |
| 176 | Environmental Monitoring.Testing of ambient air quality, water quality noise levels and soil near the construction site, preconstruction, during construction and post construction, with no. of samples as per mentioned in EMP and submitting the report in specified formats and intervals as required, including water sprinkling at site to supress dust to minimise the dust pollution at site during construction period, including shrub and grass plantation on/ near site, including EMP training at site and EMP report preparation, all as per direction of Engineer-in-charge. |
| 177 | Air Quality test (samples) |
| 178 | Water Quality test (samples) |
| 179 | Noise Levels test (samples) |
| 180 | Soil test (Samples) |
| 181 | Water sprinkling at site. |
| 182 | Shrub and grass plantation on/ near site. |
| 183 | EMP training at site and EMP report preparation. |
| 184 | Construction of 24.5 span Bridges on KM 21 (HM 8-10) of SH 30 (Bridge ID 101) |
| 185 | (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.) Ordinary soil, Mechanical Means, Depth upto 3 m |
| 186 | (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.) Ordinary soil, Mechanical Means, Depth 3 m to 6 m |
| 187 | Plain cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 with batching plant, transit mixer, and manual placing |
| 188 | Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M30 using batching plant, transit mixer, and concrete pump |
| 189 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 190 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M30, height up to 5m using batching plant, transit mixer, and concrete pump |
| 191 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M30, height 5m to 10m using batching plant, transit mixer, and concrete pump |
| 192 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M30 Height above 10m With Batching Plant, Transit Mixer and Concrete Pump |
| 193 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 194 | 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 |
| 195 | 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. |
| 196 | Furnishing and Placing (Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M30 for T-beam & slab, Height above 10m) |
| 197 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 198 | Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete new jersey crash barrier at the medians, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming to conforming MoRT&H Specification and as per details given IRC-119 (Fig.-26) including dowel bars 25 mm dia,450 mm long at expansion joints filled with pre-moulded asphalt filler board etc.., as per approved drawing and at locationsdirected by the Engineer, all as specified.(Area-0.261 Sqm. /Meter, Double Face) M30 grade concrete-M30 grade concrete & HYSD steel reinforcement |
| 199 | Drainage Spouts complete as per drawing and Technical specification |
| 200 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 201 | PCC M15 grade leveling course below approach slab complete as per drawing and technical specifications, using batching plant, transit mixer, and manual placing |
| 202 | Reinforced cement concrete (M30) approach slab including reinforcement and formwork complete as per drawing and technical specifications |
| 203 | Strip Seal Expansion Joint (Providing and laying of strip seal expansion joint catering to maximum horizontal movement upto 70 mm ( complete as per approved drawings and standard specifications ) to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) |
| 204 | Painting two coats on new concrete surfaces (after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) |
| 205 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease,efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) |
| 206 | Doing load test on bridge span as per IRC code provision inclusive of mobilization, loading, field measurement & submission of report complete in all respect. (Lump sum) |
| 207 | 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 MORTH specifications complete including all accessories as per drawing and technical specification. (Including the cost of bearing assembly) (Lump sum) |
| 208 | Excavation in Hilly Areas in Soil by mechanical means Excavation in soil in Hilly Area by mechanical means including cutting and ntrimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 209 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 210 | Random rubble stone masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc., including supply of all material, labour, T&P and royalties, complete as per drawing and technical specifications, Clauses 702, 704, 1202 & 1203 of MoRD Specifications |
| 211 | Hand packed stone filling in back of walls including cost of all materials, royalty, T&P etc., complete as per direction of Engineer-in-charge (as per PWD Uttarakhand specifications) |
| 212 | Type - A, \\"W\\" : Metal Beam Crash Barrier Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 (Vertical post fixed in M15 cement concrete filled in standard pit of size 1.20m x 0.45m x 0.45m) |
| 213 | Water Bound Macadam Sub-base/base WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.I By Manual Means |
| 214 | Water Bound Macadam Sub-base/base WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.I By Manual Means |
| 215 | Prime Coat Medium porosity. Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 216 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg Sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 217 | Road Studs / Cat Eye: Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer. For Edge & Center |
| 218 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms Sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 219 | AFP (Aluminum-backed flexible prismatic sheeting) Hazard Marker: Providing and fixing Aluminum-backed flexible prismatic sheeting consisting of Yellow colored flexible prismatic sheeting with non-metallic prismatic lens as retro reflective elements and conforming to ASTM D 4956-09 Type VI specification values for reboundable sheeting. AFP sheeting shall be of 1ft width and laminated at the back with a 50 micron thick Aluminum (Al) foil with pressure sensitive adhesive and liner. AFP sheeting shall have screen printed arrow/slant line pattern in black color on top & shall not crack when tested for flexibility as per section S2.2.2 of ASTM D 4956-09. The AFP sheeting shall be applied with a neoprene contact adhesive with Polychloroprene as base & the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off & product specification shall confirm to IRC Accreditation |
| 220 | Traffic Signs Retro-reflectorised Traffic Signs Retro-Reflectorised Traffic Signs (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) and Technical Specification Clause 801. 900 mm equilateral triangle |
| 221 | Retro-Reflectorised Traffic Signs (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) and Technical Specification Clause 801. |
| 222 | 600 mm circular |
| 223 | 800 mm x 600 mm rectangular |
| 224 | Granular Sub-base with Close Graded Material (Table:- 400-1) Mix in place 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 |
| 225 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 Manual Means Bitumen (VG-30) |
| 226 | Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510Manual Means Type A Bitumen (VG-30) |
| 227 | Excavation for Structures Earthwork 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 Ordinary soil Upto 3 m depth |
| 228 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications, Clause 802, 803, 1202 & 1203. PCC Grade M15 |
| 229 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications, Clause 802, 803, 1202 & 1203. PCC Grade M20 |
| 230 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 231 | Environmental Monitoring.Testing of ambient air quality, water quality noise levels and soil near the construction site, preconstruction, during construction and post construction, with no. of samples as per mentioned in EMP and submitting the report in specified formats and intervals as required, including water sprinkling at site to supress dust to minimise the dust pollution at site during construction period, including shrub and grass plantation on/ near site, including EMP training at site and EMP report preparation, all as per direction of Engineer-in-charge. |
| 232 | Air Quality test (samples) |
| 233 | Water Quality test (samples) |
| 234 | Noise Levels test (samples) |
| 235 | Soil test (Samples) |
| 236 | Water sprinkling at site. |
| 237 | Shrub and grass plantation on/ near site. |
| 238 | EMP training at site and EMP report preparation. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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