National Highways Authority Of India Tender
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Costs
EMD
₹ 8,80,312Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_NHAI_50220_1Bid Award Id
ViewTender No
AS06/01/2020-21 (O and M)Tender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://https://nhai.gov.in/
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Documents
BOQ Items
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Maintenance of Earth Shoulder (stripping excess soil)(Stripping excess soil from the shoulder (Average depth of 75 mm) surface to achieve the approved level and compacting with plate compactor)
30000
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17.77
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Maintenance and cleaning of chocked RCC longitudinal open drains by removal of muck disposal of the same at suitable locations including bailing out of water, all as per direction.
5046
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215
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Maintenance and cleaning of chocked Culverts by removal of muck, silt and garbage and disposal of the same at suitable locations including bailing out of water, all as per direction.
4500
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886.07
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Filling pot-holes and patch repairs with Bitumenous concrete, 40 mm(Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, bqackfilling the pot holes with hot bitumenous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continious surface, all as per clause 3004.2(including carriage up to initial lead of 5.0 Km from quarry and carriage of mixed materials upto 10.0 Km initial lead from mixing plant)
4562.25
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520.69
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Tack coat- Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor @ 0.20 Kg/sqm on the prepared bituminous/granular surface cleaned with mechanical broomer (Including cost of testing of materials at site and laboratory as directed by the deptt)
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-
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(I) With Bituminous emulsion CSS -1h
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-
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(b) Dry & hungry bituminous surface
13879.62
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17.77
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Bituminous concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an avergae output of 75 Tonnes per hour using crushed aggregate 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 finished with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MoRT&H specification clause No. 509 complete in all respects) (including carriage up-to initial lead of 5.0 KM from quarry and carriage of mixed materials up-to 10.0 KM initial lead from mixing plant) ( Including cost of testing of materials at site and laboratory as directed by the deptt)
-
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-
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(C ) With hydrated lime/ Cement as filler
-
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-
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(III) with 30/40 or VG-40 grade Bitumen
-
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-
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(ii) For Grading-I (19 mm nominal size)
693.98
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15981.06
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Cast in Situ Cement Concrete M20 Kerb
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-
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Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 a) using concrete mixer
200
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386.86
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Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dort, dust, oil, grease, efflorence and applying paint
-
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-
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(A) For plain surface
44198.54
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65.15
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Repair of Joint Grooves with Epoxy Morter (Repair od spalled joint grooves of contraction joints, longitudinal joints and expansion joints in concrete pavements using epoxy morter or epoxy concrete)
4000
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1385.87
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Excavation in Soil by Manual Means .
(a) Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.
13590
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127.93
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Usage of Plant and machinery
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(a) Tipper 5 Cum. Capacity
480
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495.12
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(b)Hydraulic Excavator of 1 cum bucket
780
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1633.43
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Dismantling Structure (Dismantling od existing structure like culverts, bridges, retaining walls and other structures comprisong of masonaty, 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 materials with all lift and lead of 1000 metres)
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-
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(I) Lime/Cement concrete (i) Manual means
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-
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(c ) Prestressed / Reinforced Cement concrete grade M-20 and above
11.81
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755.71
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Cement Concrete Pavement
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-
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A. Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @400 kg per cum,coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mixed design, transported to the site, laid with a fixed form or slip form paver, spread. compacted and finished in a contineous operation including provision of contraction, expansion, construction and longitudinal joints, joint filer, seperation membrane, sealant primer, sealant joint, debonding strips dowel bar, tie rod, admixured as approved, curing compound, finished to lines and grades as per drawing. (Including carriage up-to initial lead of 5Km from quarry and carriage of mixed materials up-to 10 km initial lead from mixing plant)
11.81
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9960.2
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Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
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Infofmatory Sign
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(i)Facility information sign 800 X 600 rectangular
6
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6277.85
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Cautionary/Warning sign
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i) Equilateral Triangular 900mm sign
6
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5804.05
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ii) Chevron 800 x 600 MM rectangular
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iii)Hazard Marker 450 x 600 MM rectangular
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-
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iv) Octagon "STOP" sign 900 mm
6
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9298.33
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v) 600mm dia Circular sign
6
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4974.9
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'Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. . ( All the Steel work must be Tata/Sail/or any other approved brand)
64.08
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13029.5
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a.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorised 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 and conforming to the MoRT&H specification.
8997.76
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888.38
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Providing and fixing metal road stud with dimensions 100x100x19.8 mm length anchoring shank:50 mm Aluminium body with (b) Two-way reflective with 2x43 glass elements
2222
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710.7
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
180
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2349.18
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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 Technical specification. (A) Boulder laid dry without wire crates.
270
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1845.37
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
A. Without Plasticizers
a. PCC M15 Height up to 5m
69
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7301
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Aluminium backed Flexible Prismatic Sheeting (AFP) : Supplying, fitting, fixing of yellow coloured aluminium backed flexible prismatic reflectorised sheeting of 1 ft width with screen pointed arrow/slant line pattern in black and a continous roll format, laminated at the back with a 50 micron aluminium (AL) foil with pressure sensitive adhesive and liner and the flexibility, retro-reflectivity and other relevant properties conforming to type-VI as ASTM D4956-09 for rebound devices. Above sheeting shall be flexible and conformable enough to be directly applicable on rough concrete, wood or masonry surfaces with a high performances contact adhesive. The edges of above sheeting shall be sealed on all four sides after application with a two part epoxy based structural adhesive and shall be extremely resistant to peel off.
6
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651.48
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Value of Road Safety items
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Overall estimated value for maintenance work for the year 2020-21 (A+B)
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Evaluation Notes How It Works ?
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