Tender For Widening And Strengthening 2 Lane Of Chainpur-Mahuadarn Up To Dumri Road Mdr 36 Under Road Division Gumla
Tender Value
68.62 Crore
Estimated cost
Bid Submission
18 Jul 2023
0 days left
EMD
68.63 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
chainpur → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening And Strengthening 2 Lane Of Chainpur-Mahuadarn Up To Dumri Road Mdr 36 Under Road Division Gumla
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness, By Manual means, In area of light jungle.RCD 2.03(i)A |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres, By Manual means, Lime concrete, cement concrete grade M-10 and belowRCD 2.04(I)(A) |
| 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres, By Mechanical means, Cement Concrete Grade M-15 & M-20.RCD 2.04 II A |
| 4 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres, By Mechanical means,Prestressed/ Reinforced cement concrete grade M-20 & above.RCD 2.04 (II)B |
| 5 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres, By Mechanical means, Dismantling Brick/ Tile work/ rubble masonary/pitching/ etc. by mechanical means.RCD 2.04 (II)A |
| 6 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres, By Mechanical means, Dismantling Brick/ Tile work/ rubble masonary/pitching/ etc. by mechanical means.RCD 2.04 (II)A |
| 7 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres, Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. Above 600mm dia to 900mm dia.2.04 ix(B) |
| 8 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres. By Mechanaical Means using Hydraulic excavator.RCD 3.15 (i) |
| 9 | Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimmingbottom andside slopes, in accordance withrequirements of lines, grades and crosssections, and tranporting to the embankment location within all lifts and lead upto 1000 m. RCD 3.06 |
| 10 | 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 of Table 300-2. Rate per cum after adding royalty@Rs 27.48/cum.RCD 3.17 |
| 11 | Construction of Embankment with Material obtained from Borrow pits. Construction of Embankment with approved material obtained from Borrow pits 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.RCD 3.16 |
| 12 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits 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.RCD 3.18 |
| 13 | Granular Sub-Base with Graded Material (Table:- 400-2), Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401, Rate per cum for grading-V MaterialRCD 4.01 B(vi) |
| 14 | Wet Mix Macadam (Plant Mix Method), 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.RCD 4.14B |
| 15 | Prime Coat over WMM/WBM, Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.RCD 5.01A |
| 16 | Tack Coat on Bituminous surfaces, Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.RCD 5.02(i) |
| 17 | Dense graded Bituminous Macadam Grading-II With VG-30 Bulk Bitumen, Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects with VG-30 Bulk Bitumen.RCD 5.04A(B) |
| 18 | Bituminous concrete Grading- II With VG-30 Bulk Bitumen, Providing and laying bituminousconcrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent 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 MORT&H specification clause no. 507 complete in all respects with VG-30 Bulk Bitumen.RCD5.05A(B) |
| 19 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflectivesheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.(i) 90 cm equilateral triangelRCD 8.04A(ii) |
| 20 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflectivesheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.(ii) 60 cm equilateral triangelRCD 8.04A(iv) |
| 21 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflectivesheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.( III) 60 cm cercular RCD 8.04A(viii) |
| 22 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflectivesheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. (iv) 80cm x 60cm rectanglularRCD 8.04A(x) |
| 23 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflectivesheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.(v) 60cm x 45cm rectanglularRCD 8.04A(xii) |
| 24 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflectivesheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.VI 60cmX60cm Square RCD 8.04A(xiii) |
| 25 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflectivesheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.(VII) 90 cm High Octagonal RCD 8.04A(xv) |
| 26 | 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 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqmfixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)RCD 8.05 |
| 27 | Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type 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 & as per IRC: 67), Truss and Vertical Support.RCD SOR 8.07A |
| 28 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc, 5th Km, precast.RCD SOR 8.14(i) |
| 29 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc, ordinary KM, stone precast. RCD SOR 8.14(ii) |
| 30 | Boundary Pillar Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC:25-1967 , fixed in position including finishing and lettering but excluding paintingRCD SOR 8.16 |
| 31 | 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 strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. RCD SOR 8.15 |
| 32 | Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LEDself illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode.The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280.The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz.There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours.The height, width and length of the marker shall not be less than 10mmx100mmx100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively.The weight of the marker shall not exceed 0.5 Kilograms.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.)RCD SOR 8.35 |
| 33 | Painting two coats on New Concrete Sufraces after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.RCD SOR 8.08 |
| 34 | 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.RCD SOR 8.13 |
| 35 | Metal Beam Crash Barrier 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).RCD SOR 8.23A |
| 36 | Rumble Strips (Provision of 15 nos rumble) strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.)RCD SOR 8.38 |
| 37 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.RCD SOR 16.05 |
| 38 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.RCD SOR 16.04A |
| 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 with approved material. Ordinary soil, Mech. Means, depth 3M.RCD SOR 12.01I B(i) |
| 40 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.).RCD SOR 12.04 |
| 41 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC grade M-15. using batching plant & manual placing. RCD SOR 12.08A Case ll |
| 42 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. Randum Rubble Masonry.RCD SOR 12.07B |
| 43 | Stone Masonry Work in Cement Mortar 1:3 in Substructure complete as per Drawing and Technical Specifications. Randum Rubble Masonry.RCD SOR 13.04A |
| 44 | Levelling Course for Pile cap, Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap. PCC Grade M15 using batching plant & Concrete pump.RCD SOR 12.41 Case l |
| 45 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification, RCC Grade M30 using batching plant & Concrete pump.RCD SOR 12.40C Case l |
| 46 | Bored cast-in-situ M-35 grade RCC Pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth will all lifts and lead upto 100m (Pile diameter-1200mm)RCD SOR 12.25 |
| 47 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.RCD SOR 12.42 |
| 48 | Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.RCD SOR 12.22 |
| 49 | Pile load test on single vertical pile in accordance with IS:2911( Part-IV)RCD SOR 12.38 |
| 50 | Carrying out the confirmatory boring for soil investigation for foundation as per clause 2400 of MOST specification.L.S. |
| 51 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M30 using batching plant, transit mixer & concrete pump.RCD SOR 13.5G Case l P |
| 52 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications.RCD SOR 13.06 |
| 53 | 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 (in culvert)RCD SOR 13.08 |
| 54 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification, granular material.RCD SOR 13.09A |
| 55 | 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. RCD SOR 13.10 |
| 56 | 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 Specifications.RCD SOR 13.16 |
| 57 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC M30. using batching plant & transit mixer & concrete. RCD SOR 14.01C Case l P |
| 58 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.RCD SOR 14.02 |
| 59 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.RCD SOR 14.04 |
| 60 | Construction of precast RCC railing of M-30 grade, aggregate size not exceeding 12 mm, true to line and grade, tollerence 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 drawing and technical specificationRCD SOR 14.07 |
| 61 | Drainage Spouts complete as per drawing and Technical specification. RCD SOR 14.09 |
| 62 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. PCC grade M15 using batching plant & manual placing.RCD SOR 14.10 Case l |
| 63 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification M-30,RCD SOR 14.11 |
| 64 | 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.RCD SOR 14.21 |
| 65 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-20. using batching plant trasit mixures & concrete pump. RCD SOR 12.08C Case l |
| 66 | 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.RCD SOR 8.22 |
| 67 | Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding,Rubble stone laid in cement mortar 1:3.RCD SOR 16.08 |
| 68 | Providing and laying boulders Flexible apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder laid dry without wire crates.RCD SOR 16.11 |
| 69 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm,covered with sealant complete as per drawing and technical specifications.RCD SOR 14.17 (iii) |
| 70 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.RCD SOR 14.17 (iv) |
| 71 | Add 18 % GST : |
| 72 | Add 1% Labour Cess: |
AI Tender Summary
Tender Timeline
Jun 21, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJul 18, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 19, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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