National Highways Authority Of India Tender

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National Highways Authority Of India - NHAI Tender

Works
Eprocure
Opening Date6 Mar 2020
Closing Date27 Mar 2020
Tender Amount₹ 9,21,69,360 
Notes
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Costs

Description

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BOQ Items

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Maintenance of Earth shoulder

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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)

56000

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17.4315

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Maintenance and cleaning of RCC Longitudinal Open Drains by removing of muck and garbages and disposal of the same at suitable locations including bailing out of water as per direction.

6499.9999999990105

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210.932771

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a.Painting on Concrete Surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaing the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sqm a) for plain surface

33865.7256

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52.2945

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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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Informatory Sign

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(i)Facility information sign 800 X 600 rectangular

14

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6159.13

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Cautionary/Warning sign

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i) Equilateral Triangular 900mm sign

14

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5694.29

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ii) Chevron 800 x 600 MM rectangular

100

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6159.13

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iii)Hazard Marker 600 x 450 MM rectangular

46

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6042.92

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Mandatory/Regulatory Sign

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-

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ii) 600mm dia Circular sign

14

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4880.82

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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)

12.96

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12783.1

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Filling Pot-holes and Patch Repairs with - Bituminous 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, backfilling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous 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. ii) For grading II material

4116

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504.3514

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Usage rates of plants and machinery

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(a) Tipper 5 Cum. Capacity

700

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485.7578

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(b) Hydraulic Excavator of 1 cum

1000

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1602.5359

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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.

15282.4

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871.575

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Cast in Situ Cement Concrete M20 Kerb

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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

400

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363.7373

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Maintenance of Earthen Shoulder (filling with fresh soil)

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Making up loss of material/ irregularities on shoulder (average 150 mm filling) to the design level by adding fresh approved soil and compacting it with appropriate equipment.

400

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57.6987

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Metal Bwam Crash Barrier B. Type -B, "Thrie" Metal Beam Crash Barrier (Providing and erecting a "W" metal Beam crash Barrier comprising of 3 mm thickcorrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2 m center to center, 1.8 m high, 1.15m below ground/road level. all steel aprts and fitments to be galvanised by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal bean rail to be fixed on the vertical post with a spacer of channel section 150mmx75mmx5mm, 330 mm long complete as per clause 810)

1000

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5754.7192000000005

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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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(I) With Bituminous emulsion CSS -1h

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-

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(b) Dry & hungry bituminous surface

76475

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17.4315

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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) NOTE: Waste plastic is to be used as per guidelines of MoRTH

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(C ) With hydrated lime/ Cement as filler

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(III) with 30/40 or VG-40 grade Bitumen

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(i) For Grading-II (19 mm nominal size)

3823.75

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15669.0313

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Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.

76475

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4.6484000000000005

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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance 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 specifications.

200

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2375.3324000000002

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Abstract of cost

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Total estimated cost for Road Safety and regular maintenance work for the year 2019-20 (AS-05)

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