Karbi Anglong Autonomous Council Tender
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Karbi Anglong Autonomous Council - KAAC Tender
Eprocure
Opening Date17 Feb 2020
Closing Date10 Mar 2020
Tender Amount₹ 14,91,37,64,000
Costs
EMD
₹ 14,91,376Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Raod With Mettalling And Black Topping From Era Gaon To Tikoklangso Towards Langchitung
Description
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Contact
Tender Id
2020_KAAC_16496_1Bid Award Id
ViewTender No
ACEH/CS/MoS/32/2019-20Tender Authority
Karbi Anglong Autonomous Council ViewPurchaser Address
-Website
http://https://karbianglong.co.in/
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Documents
BOQ Items
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Embankment Contruction with Material Obtained from Borrow Pits (Construction of embankment 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 (Including cost of testing of materials at site and laboratory as directed by Deptt.) (a) From privet land
58833.25
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Construction of Sub grade and Earthen shoulders (Construction of sub grade 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)(Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) From pivate land
66116.8
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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 rotivator at OMC, and compacting with vibratory roller to achieve the desired density,complete as per ci.401 9with intial lead of 5 km) (ii) for grading -II material
10230
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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up the interstices of coarse aggregate, watering and compacting to the reqd. density (with an initial lead of 5 km) Grading -II,1st Coat.
5257.6
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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up the interstices of coarse aggregate, watering and compacting to the reqd. density (with an initial lead of 5 km) Grading -III,1st Coat.
5257.8
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Prime coat : (Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm suing mechanical means).(Including cost of testing of material at site and laboratory as directed by the deptt.) (i) With Bitumen emulsion -CCS-1h
68200
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Tack coat
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (Including cost of testing of materials at site and laboratory.(i) with Bitumen emalsion-CCS-1h (a) Normal Bituminus surface
68200
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Bituminous Macadum :Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder,transported to site,laid over a per (Including carraige up to initial lead of 5.0 km from quarry and carraige of mixed materials upto 10.0 km intial lead from mixing plant). (Including cost of testing of material at site and laboratory as directed by the deptt.)
5121.2
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Semi-Dense Bituminous Concrete :Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% of mix and filler transporting the hot mix to work site,laying with hydrostatic paver finiser with sensor control to the reqd. grade,level and aligment ,rolling with smooth wheeled,vibrator and tendem roller to achieved the desired compaction as per MoSRT&H cl.no 508 complete in all repect (Including carraige upto initial lead of 5.0km from quarry and carriage of mixed materials upto 10.0 km intial lead from mixing plant (Including cost of testing of materials at site and laboratory as directed by the deppt.)
1698.8
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Road furniture: Providing and erecting of retroreflectrorised cautionary,mandatory & intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting ,2mm thick fixed on angle iron of 25x25x4 mm supported on a mild steel angle post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 45x45x60cm,60 cm below ground level as per approved drawing and sign. (ii) 60 cm equilateral triangle
80
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(iii) 60 cm circular
40
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(vi) 80cm x 60cm rectangle
4
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(vi) 60cm x 60cm square
10
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Kilometre Stone: Reinforced cement concrete M 15 grade kilometrestone of standard design as per IRC:8 fixing in position including painting and printing etc. (i) 5KM stone (Precast)
2
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(ii) Ordinary Kilometer stone (Precast)
13
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(iv)200 m stone (precat)
62
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Road Safety : Supplying, fitting, and fixing RCC Guard post of 15 cm dia,150 cm long, 75 cm below cement concrete proportion 1:2:4 with 20 mm nominal size aggregate, as per drawing and technical specification.(ii) 30 cm dia with 6-12 mm tor bar
135
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Construction of 1000 mm dia NP3 Culvert (Single Row)
37
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