Karbi Anglong Autonomous Council Tender
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Karbi Anglong Autonomous Council - KAAC Tender
Eprocure
Opening Date7 Sep 2019
Closing Date30 Sep 2019
Tender Amount₹ 14,93,37,158
Costs
EMD
₹ 29,86,743Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_KAAC_14040_1Bid Award Id
ViewTender No
ACEH/CS/MoS/13/2019-20/03Tender Authority
Karbi Anglong Autonomous Council ViewPurchaser Address
-Website
http://https://karbianglong.co.in/
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Documents
BOQ Items
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
67082.5
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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
63984
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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
6600
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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.
5088
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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.
5088
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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
66000
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-
Tack coat: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg /sqm on the prepared bituminous/granular surface cleaned with mechanical broom.(Including cost of testing of material at site and laboratory as directed by the deptt.) (i) With Bitumen emulsion -CCS-1h (a) Normal Bituminous surface
66000
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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.)
4956
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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.)
1644
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Kilometer stone:Reinforced cement concrete M15 grade kilometer stone of standared design as per IRC :8 fixing in position including painting and printing etc. (i) 5 KM stone (Precast)
2
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(ii) Ordinary Kilometer stone (precast)
12
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(iv) 200 m stone (precast)
60
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Road Safety : Supplying, fitting and fixing RCC (ii) 30 cm dia with 6-12 mm tor bar
135
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RCC Bridge No. 8/3:-Foundation Earthwork in Excavation for foundation of structure as per drawing and technical specifications,including setting out,construction of shoring and braching,removal of stumps and other deleteriou matter ,dressing of sides and bottom and back filling with approved material as per MoRTH claue no 304. (i) In ordinary Soil (ii) Upto 3.00 M Depth.
442.17
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Before cast in situ M35 grade RCC pile exciuding reinforcement complete as per drawing and technical specifications and removable of excavated earth with all lift and lead upto 1000 m (pile diametre =1000 m) with plasticizer conforming to IS-9103-1999
408
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-
Pile load test on single vertical pile in accordance with IS 2911 (Part-IV) (a) Initial and routine load test
300
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Providing and laying of PCC M15 levelling course 100 mm thick below the cap as per drawing and technical specification of MoRTH section.
8.37
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-
Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specification (P) with Plasticizer conforming to IS9103-1999 A (i) RCC grade M20 (ii) using batching plant transit mixer and concrete pump
113.52
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Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawing and technical specification clauses 1600 (a) with TATA make TMT CRS (Fe 500 grade) rebar
50.44
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-
Sub-Structure :- Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification clause 1500,1700 & 2200 (F) A (i) RCC grade M-25 : Heigh upto 5 m :Case II Batching plant, transit mixer and concrete pump
103.07
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-
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specification clauses 1600 & 2200 (a) with TATA make TMT CRS ( fe 500 grade ) rebar
18.6
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-
Supplying ,fitting and fixing in position true to line and level elastomeric bearing conforming to IRC :83 (Pt-II) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and technical specifications
106920
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-
Super Structure:- Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications clause 800.1205.5 with plasticizer B.Fo RCC T Beam and Slab II RCC M-25 Grace Case II Using Batching plant,concrete mixer and transit pump a. Heigh upto 5.00 M
114.5
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-
Supplying, fitting and placing TMT bar reinforcement in super-structure complete as per drawing and technical specification clauses 1600 TATA make TMT CRS ( fe 500 grade ) rebar
17.59
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-
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specifications
14.15
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Construction of precast RCC railling of M25 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 cetre to centre spacing between vertical not to be exceed 2000 mm as per drawing and technical specifications.
57.5
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Providing and laying strip seal expansion joints catering to maximum horizontal movement upto 70 mm,complete as per approved drawing and standaed specification to be installed by the manufacture/ supplier or their authorised representatives ensuring compliance to the manufacture's instruction for installation
15
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-
Providing drainage sprout in super structure including cost of all materials and labour etc. as per drawing and technical specifications.
24
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-
Back filling behind wing wall,abutment and return wall complete as per drawing and Technical specification. B. Sandy Materials
186.5
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-
Preparation of Detailed Project report incissive of collection of hydraulic data,SSI Report, design of the Bridge etc.
1
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Construction of 1000 MM DIA NP 3 Culvert (Double Row)
1
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Construction of 1000 MM DIA NP 3 Culvert (Single Row)
22
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