Ministry Of Road Transport And Highways has published Widening Of Existing Minor Bridge At Km 47 850 On Jalandhar Kapurhala Makhu Section Of Nh 703A On Item Rate Contract In The State Of Punjab. Submission Date for this Tender is 12-03-2021. Bridge Work Tenders in Jalandhar Punjab. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 16-Feb-2021 | Corringendum No 1 | Date | 26-02-2021 |
| 2 | 24-Feb-2021 | Corringendum No 2 | Date | 12-03-2021 |
| 3 | 05-Mar-2021 | Corrigendum No 4 | Financial Bid | 12-03-2021 |
| Name of Work: DNIT for Widening of existing Minor Bridge at Km.47.850 on Jalandhar-Kapurhala-Makhu Section of NH-703 A- on item rate contract in the State of Punjab. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees,\nincluding cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)\n | |||
| 2 | 2 | Girth from 300 mm to 600 mm | Item No.1 | 8 | Each |
| 3 | 3 | Girth from 600 mm to 900 mm | Item No.2 | 11 | Each |
| 4 | 4 | Girth from 900 mm to 1800 mm | Item No.3 | 5 | Each |
| 5 | 5 | Girth above 1800 mm | Item No.4 | 1 | Each |
| 6 | 6 | Clearing and Grubbing Road Land. (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not\nexceeding 150 mm in thickness.)\n | |||
| 7 | 7 | By Mechanical Means | |||
| 8 | 8 | In area of light jungle | Item No.5 | 0.37 | Hactare |
| 9 | 9 | 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 wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable\nmaterial with all lifts and lead of 1000 metres)\n\n | |||
| 10 | 10 | Lime /Cement Concrete\n\n | |||
| 11 | 11 | By Mechanical Means for items No. 202(b & (c)\n\n | |||
| 12 | 12 | Prestressed / Reinforced cement concrete grade M-20 & above | Item No.6 | 42.48 | CUM |
| 13 | 13 | Dismantling Brick / Tile work\n\n | |||
| 14 | 14 | In cement mortar | Item No.7 | 37.25 | CUM |
| 15 | 15 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within\nall lifts and lead upto 1000m)\n | Item No.8 | 1234.38 | CUM |
| 16 | 16 | Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable\nsoil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)\n | Item No.9 | 864.07 | CUM |
| 17 | 17 | Construction of Embankment with Material Deposited 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\nof table 300-2)\n | Item No.10 | 370.32 | CUM |
| 18 | 18 | Embankment Construction with Material Obtained from Borrow Pits (Construction of\nembankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)\n\n | Item No.11 | 1419.28 | CUM |
| 19 | 19 | Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25\nmetres))\n | |||
| 20 | 20 | (A) Mechanical means | Item No.12 | 480 | Metre |
| 21 | 21 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen\nshoulders 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)\n | Item No.13 | 1446 | CUM |
| 22 | 22 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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\nvibratory roller to achieve the desired density, complete as per clause 401)\n | |||
| 23 | 23 | for grading-III Material | Item No.14 | 484.8 | CUM |
| 24 | 24 | Tack coat | |||
| 25 | 25 | Providing and applying tack coat with bitumen emulsion using emulsion pressure\ndistributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.\n | Item No.15 | 2519 | SQM |
| 26 | 26 | 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. 507\ncomplete in all respects.)\n | |||
| 27 | 27 | for GradingII(19 mm nominal size) | Item No.16 | 129.6 | CUM |
| 28 | 28 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired\ncompaction as per MORTH specification clause No. 509 complete in all respects)\n | |||
| 29 | 29 | for Grading-II(10 mm nominal size) | Item No.17 | 100.76 | CUM |
| 30 | 30 | 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) | |||
| 31 | 31 | 90 cm equilateral triangle\nCautionary/Warning Sign\n | Item No.18 | 6 | Each |
| 32 | 32 | 60 cm x 45 cm rectangular\nInformatory Signs/Cheveron Sign/Hazard Markers)\n | item No.19 | 6 | Each |
| 33 | 33 | 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 all complete as per clause 803 of specifications. | item No.20 | 96 | SQM |
| 34 | 34 | 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 to IRC-79 and the drawings as per relevant clauses of section-800 of\nspecifications.\n | item No.21 | 120 | Each |
| 35 | 35 | 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-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by\nthe Engineer, all as specified)\n | |||
| 36 | 36 | M 40 grade concrete | item No.22 | 95.2 | Metre |
| 37 | 37 | 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) | item No.23 | 200 | Metre |
| 38 | 38 | 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\nBS 873 part 4:1973).\n | item No.24 | 288 | Each |
| 39 | 39 | 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\nwith approved material.\n | |||
| 40 | 40 | Ordinary soil\n | |||
| 41 | 41 | Mechanical Means\n | |||
| 42 | 42 | Depth upto 3 m | item No.25 | 838.19 | CUM |
| 43 | 43 | Depth 3 m to 6 m | item No.26 | 141.84 | Cum |
| 44 | 44 | Cement mortar1:3 (1cement :3 sand) | item No.27 | 42.5 | Cum |
| 45 | 45 | Plain/Reinforced cement concrete in open foundation complete as per drawing and\ntechnical specifications\n\n | |||
| 46 | 46 | PCC Grade M15 | item No.28 | 48.41 | CUM |
| 47 | 47 | RCC Grade M20\n\n | |||
| 48 | 48 | With Batching Plant, Transit Mixer and Concrete Pump | item No.29 | 10.83 | CUM |
| 49 | 49 | RCC Grade M30\n\n | |||
| 50 | 50 | With Batching Plant, Transit Mixer and Concrete Pump | item No.30 | 242.9 | CUM |
| 51 | 51 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation\ncomplete as per drawing and technical specifications\n | item No.31 | 22.29 | Tonne |
| 52 | 52 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and\ntechnical specifications\n\n\n | |||
| 53 | 53 | RCC Grade M30\n\n | |||
| 54 | 54 | Height upto 5m\n\n | |||
| 55 | 55 | With Batching Plant, Transit Mixer and Concrete Pump | item No.32 | 278.93 | CUM |
| 56 | 56 | Height 5m to 10m\n | |||
| 57 | 57 | With Batching Plant, Transit Mixer and Concrete Pump\n | item No.33 | 5.33 | CUM |
| 58 | 58 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as\nper drawing and technical specifications\n | item No.34 | 25.58 | Tonne |
| 59 | 59 | 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\nTechnical specifications\n | item No.35 | 96 | Each |
| 60 | 60 | Back filling behind abutment, wing wall and return wall complete as per drawing and\nTechnical specification\n\n | |||
| 61 | 61 | Granular material | item No.36 | 139.4 | CUM |
| 62 | 62 | 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.\n | item No.37 | 119.18 | CUM |
| 63 | 63 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as\nper drawing and Technical Specification\n\n\n | |||
| 64 | 64 | RCC Grade M 30\n\n | |||
| 65 | 65 | With Batching Plant, Transit Mixer and Concrete Pump\n\n | |||
| 66 | 66 | For solid slab super-structure, 20-30% of (a+b+c)\n | |||
| 67 | 67 | Height upto 5m | item No.38 | 222 | CUM |
| 68 | 68 | a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete\nas per drawing and technical specifications\n | item No.39 | 22.5 | Metre |
| 69 | 69 | Mastic Asphalt (Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.) | item No.40 | 238 | SQM |
| 70 | 70 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical\nSpecifications.\n | item No.41 | 95.2 | Metre |
| 71 | 71 | Drainage Spouts complete as per drawing and Technical specification | item No.42 | 16 | Each |
| 72 | 72 | PCC M15 Grade leveling course below approach slab complete as per drawing and\nTechnical specification\n | item No.43 | 7.88 | CUM |
| 73 | 73 | Reinforced cement concrete approach slab including reinforcement and formwork\ncomplete as per drawing and Technical specification\n | item No.44 | 15.75 | CUM |
| 74 | 74 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to\nunplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )\n | item No.45 | 190.4 | Metre |
| 75 | 75 | Filler joint | |||
| 76 | 76 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete\nas per drawing & Technical Specification.\n | item No.46 | 55.8 | Metre |
| 77 | 77 | Providing and filling joint sealing compound as per drawings and technical\nspecifications with coarse sand and 6% bitumen by weight\n\n | item No.47 | 55.8 | Metre |
| 78 | 78 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and\nTechnical specification.\n | |||
| 79 | 79 | Boulder laid dry without wire crates. | item No.48 | 192 | CUM |
| 80 | 80 | Providing and laying Pitching on slopes laid over prepared filter media including\nboulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications\n\n | |||
| 81 | 81 | Stone/Boulder | item No.49 | 23.35 | CUM |
| 82 | 82 | Providing and laying Filter material underneath pitching in slopes complete as per\ndrawing and Technical specification\n | item No.50 | 11.67 | CUM |
| 83 | 83 | Sealing of crack / porous concrete with Epoxy Grout by injection through nipples\ncomplete as per clause 2803.1.\n | item No.51 | 5 | Kg |
| 84 | 84 | Applying epoxy mortar over leached, honey combed and spalled concrete surface and\nexposed steel reinforcement complete as per Technical specification\n\n | item No.52 | 34 | SQM |
| 85 | 85 | Eproxy bonding of new concrete to old concrete | item No.53 | 70.8 | SQM |
| 86 | 86 | Providing tar paper bearing including laying in proper position etc. complete. | item No.54 | 54 | SQM |
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