Karbi Anglong Autonomous Council Tender
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Karbi Anglong Autonomous Council - KAAC Tender
Civil And Construction
Eprocure
Opening Date27 Nov 2018
Closing Date18 Dec 2018
Tender Amount₹ 2,48,06,431
Costs
EMD
₹ 4,96,129Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_KAAC_10122_1Bid Award Id
ViewTender No
ACEH/CS/SOPD/55/2018-19/01/6Tender Authority
Karbi Anglong Autonomous Council ViewPurchaser Address
-Website
http://https://karbianglong.co.in/
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Documents
BOQ Items
Item No. 4.2 (ii) : Construction of granular sub-base by Providing, well graded material, spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC,and compacting with three whell 80-100 kN static roller capacity to achieve the desired density,complete as per technical Specification Clause 402. Grading - B .
2081.25
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Item No. 4.7 (2) : WBM Grading 2 Using stone screening type - B 11.2 mm for 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 smooth wheel roller 80-100 KN 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 grading 3 as per technical specfication cluase405. (A) By Manual Means.
1040.63
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Item No. 4.7 (3) : WBM Grading 3 Using stone screening type - B 11.2 mm for 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 smooth wheel roller 80-100 KN 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 grading 3 as per technical specfication cluase405. (A) By Manual Means.
1040.63
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Item No.5.1(i) : Prime Coat : Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular Base/WBM/ WMM including clearing of road surface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per technical specification clause 502 .
13875
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Item No. 5.2(II) : Tack Coat : Providing and applying tack coat with bitumen emulsion ( CRS - 1 ) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503 .
13875
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Item No.16.10/508 : Semi - Dense Bituminouse Concrete : Provding and laying Semi - Dense Bituminouse 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 bituminouse binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site , laying with a hidroststic 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 MoSRT & H cl. no.508 complete in all respect .A) (i) with 60/70 or VG-30 grade bitumen for grade I ( 13 mm nominal size )
346.88
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Item No. 10.2 : Retro - reflectorised Traffic Signs : Providing and fixing of retro - reflectorised cautionary , mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting , 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per drawings and Technical specification clause 801 . (iv) 80cmx60cm rectangular
1
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Item No.10.10 : Kilometre Stone : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC :8 fixing in position including painting and printing etc. as per drawing and Technical specification clause 1703 . ii) Ordinary Kilometre Stone ( Precast )
5
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Item No. 2.5 :- Dismantling of existing Structures like culverts, bridges , retaining walls and other structure comprising of masonry , cement concrete , wood work including T&P and scaffolding wherever necessary , sorting the dismantled material , disposal of unserviceable material and stacking the serviceable material with all lifts and leads of 1000 m as per technical specification clause 202 . I. By manual mean (B) Cement Concrete .
40
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Item No. 9.1 :- E/W in excavation for foundation structure 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 back filling with approved material (i) Ordinary soil. A. By manual means (i) upto 3.00m depth
507.42
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Item No. 9.2 :- Bedding of pipe : (i) Type A ( Concrete Cradle ) Bedding : Laying concrete cradle bedding with M15 Grade Cement Concrete as per clause 1105(i)
41.01
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Item No. 9.7 :- Plain cement concrete M10 ( 1:3:6 nominal mix ) in leveling course below open foundation of head walls as per drawing & technical specification clause 1109 . II ) P.C.C. grade M15
152.48
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Item No.9.3 :- Providing and laying reinforced cement concrete pipe NP3 for culvert on first class Bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works , backfilling , concrete and masonry work in head wall and parapets as per clause 1106. A) 1000 mm dia.
40
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Item No.9.5 :- Providing and laying reinforced cement concrete pipe NP3 for culvert on first class Bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works , backfilling , concrete and masonry work in head wall and parapets as per clause 1106. A) 1000 mm dia.
20
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Item No. 9.11 :- Plastering with cement mortar ( 1:3 ) on brick work in sub structure as per technical specifications
166.9
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