Karbi Anglong Autonomous Council Tender
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Karbi Anglong Autonomous Council - KAAC Tender
Eprocure
Opening Date30 Mar 2020
Closing Date11 May 2020
Tender Amount₹ 1,87,23,252
Costs
EMD
₹ 1,87,232Document Cost
₹ 3,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_KAAC_17327_1Bid Award Id
ViewTender No
ACEH/CS/SOPD/34/2019-20/01Tender Authority
Karbi Anglong Autonomous Council ViewPurchaser Address
-Website
http://https://karbianglong.co.in/
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Documents
BOQ Items
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B. By Mix Place Method (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( Including cost of testing of materials at site and laboratory as directed by the deptt.)
915
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Water Bound Macadam Sub-base/base WBM Gr.-III (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stage to proper grade and camber, applying and brooming screening / binding material to fill up the interstices of coarse aggregate, watering and compacting to the reqd. density Geading 1 as per Tech. Spec. cI.404 (A) By manual means. With Gr-III material
420
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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 1.00 kg/sqm using mechanical means). Including cost of testing of material at site and laboratory as directed by the deptt.) (i) With Bitumen emulsion- CCS-1h
5625
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iv)Tack coat: Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor @ 0.70-1.00 kg /sqm on the prepared surface bituminous surface cleaned Hydraulic broom as per T/ spec.cl.503
5625
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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 (Incuding carraiage of mix materials up to 10 km initial lead from mixing plant) (Including cost of testing of material at site and laboratory as directed by the deptt.)
281.25
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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 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.) (i) For grading i (13 mm Nominal size).E. Using cold mix Binder ( as per IRC; SP; 100-2014
140.63
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Dismentling of existing structures like culvert, bridges, retaining walls and other structure comprising of masonry, cement concrete wood wprk and removing of all type of Hume pipe and stacking within a lead of 1000 m including earthwork and dismentling of masonry works as per tech.spec. cl 202.
10
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Construction of NP3 type H.P. Culvert of 10.00 m long in 1st. Class bedding, C.C. work in parapet wall, cement plastering in the wall and earth cushioning etc. i) Construction of Box 3/3/3/0
1
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ii ) Construction of Box 1/3/3/0
1
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iii) 1000 mm dia Single Culvert.
8
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