Karbi Anglong Autonomous Council Tender
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Karbi Anglong Autonomous Council - KAAC Tender
Eprocure
Opening Date22 Nov 2018
Closing Date12 Dec 2018
Tender Amount₹ 2,61,71,284
Costs
EMD
₹ 5,23,426Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_KAAC_9997_1Bid Award Id
ViewTender No
ACEH/CS/1000Br./44/2018-19Tender Authority
Karbi Anglong Autonomous Council ViewPurchaser Address
-Website
http://https://karbianglong.co.in/
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Documents
BOQ Items
By Mix in Place Method (Construction of granular sub-base by providing cloe grade material,preading, in uniform layers with motor grade on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density,complete as per cl.401(with an initial lead of 5 km.) (Including cost of teting of materials at site and laboratory as directed by the deptt.)
176.18
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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. Grading -II
81.56
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WBM Grading –III
81.56
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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 specified quantity using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) B. Primer@ 1.00kg per sqm (ii) With bitumen emulsion CSS-1h
1087.5
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (Including cost of testing of materials at site and laboratory as directed by the deptt.)
1087.5
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Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearingcoarse on a previously prepared base, including mixing in a suitable plant laying and rolling with a smooth wheeled roller 8-10 T capacity to yhe reqd. level and grade. ( 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.
1087.5
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Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) ( including carriage up to initial lead of 5.0 km from quarry )( Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) Without anti stripping agent Case II: Type B (Providing and laying of premix seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of 60/70 or VG-30 grade.)( including carriage up to initial lead of 5.0 km from quarry )
1087.5
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Guard Post: A. RCC guard post: Supplying fitting and fixing RCC guard post 150 cm long 75 cm above the ground and 75 cm below the ground with 4-12 mm Tor steel main steel and 6 mm MS stirrups at 30 cm c/c tied in position with annealed black wire, cement concrete proportion 1:2:4 with broken stone aggregate up to 20 mm size including centering, moulding the top curing, painting black and white alternately in 23 cm strips up to 0.75 m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete. (ii) 15 cm dia with 4-12 mm Tor bar
24
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Excavation for structures : Earth work in excavation of foundation of structures 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 backfilling with approved materia as per MORTH Claue No 304l. I. Ordinary soil A (I) depth upto 3.0m to6.00m depth
885.39
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providing and construction of temporary Island 16 m diametre for construction of well foundation for 6m dia Wellcomplete as per claue 1203.2 of MORTH specifiction.D.Providing and Construction of one span service road to reach island location from one pier to another pier location.
25
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Providing and laying Cutting edge of mild steel Weighing 40 kg permetre for well foundation complete as per clause 1200 &1900 of MORTH specification
3.14
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Plain/ Reinforced Cement concrete well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specification.A)Well Crub ii)RCC M-25 Grade Case I.Using concrete mixture
66.75
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B)Well Steining iii)RCC M-25 Ggrade Case I. Using concrete Mixture
617.97
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C) Bottom Plug concrete to be placed using tremie pipe i. PCC Grade M-25 Grade. Case I Using Concrete Mixture
147.89
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E)Top Plug Concrete iii). PCC Grade M-25. Case I. Using Cocrete Mixture
19.64
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F)Well Cap ii) RCC M-25 Grade Case I.Using concrete Mixture
101.91
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Sinking of 7.00M Dia external well (other than pneumatic method of sinking )complete as per drawing a per MORTH section no.1200 A.Sandy soil. i)Depth below Bed Level upto 3.0m
6
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ii) Beyond 3.00m upto 10.0m
14
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iii)Additional Depth beyond 10m to 20m
16.78
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Sand filling in well complete as per drawing and technical specification a per MORTH section no 1207.
612.3
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Supplying , fitting and placing TMT bar reinforcement in Foundation complete as per drawing and technical specification clauses 1000 &1202
35.8
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Sub Structure;-Plain/Reinforced cement concrte,in substructure complete as per drawing and technical specification as clause 802,804,805,806,807,1202,&1204 1.0.0m to 5.0m ( ii)Height above 5m upto 10m
101.32
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Supplying , fitting and placing TMT bar reinforcement in substructure complete as per drawing and Technical Specifications clause 1002,1005,1010 &1202
12.73
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Supplying, fitting and fixing in position true to line and level elastomerice bearing conforming to IRC:83 (pt II)SectionIX complete,including all accessories as per drawing and technical specifications Claue 1207.1
196020
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Super Structure-Providing and laying reionforced cement concrte in superstructure as per drawing and technical pecification Clauses 800,1205.4 and 1205.5 II.RCC M-25 Grade Case 1 using concrete mixture a.Height upto 5.0m to 10m
167.89
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Furnishing and placing reinforced/ prestresed cement concrete in supertructure as per drawing and Technical specification at clause 1500,1600&1700 II.RCC M/PSC M-40 Grade Case I.Using concrete mixture a.Height upto 5.0m to 10m
167.89
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Supplying , fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specification clauses 1000 &1202
19.06
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Hight tensile Steel wire/strands including all acessories for stressing operation and grouthing complete a per drawing and technical specification
7.09
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Providing and laying cement concrete wearing coat M 30grade including reinforcement complete a per drawing and Technical specification of clause 800 and 1206.3
17.37
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Construction of pre cast RCC railing of M25 grade in situ with 20mm nominal size aggregate ,true to line and grade tolerance of vertical RCC post not to be exceed 1 in 500 centre to centre spacing between vertical post not to be exceed 2000mm a per drawing and technical specification Clauses 800,900 and 1208.3
78.6
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Burried Joint(Providing and laying burried expansion joint,expansion gap being 20mm,covered with 12mm thick,200mm wide galvanised wieldable structure steel plate a per IS 2062,placed symmetrical to centre line of join,resting freely over the top surface of the deck concrete,welding of 8mm dia 100mm long galvanised nails spaced 300mm c/c along the centre line of the plate, all as specfied in claue 2604)
16.9
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Providing and laying 20mm thick compressible fibre board in expansion joint complete as per drawing Technical specification
16.9
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Drainage spouts complete a per approved drawing and Technical specifications clause 1209
44
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Back filling,behind Abutment,Wing Wall and return well complete as per drawing and Technical specification Clause no.1204.38 i)Granular Material
232.04
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Reinforced Cement concrete M25 grade approached slab including reinforcement and from work complete as per drawing and technical specification Claus'800&1211. A. With Crushed stone
13.95
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PCC M15 ordinary rade (1:2.5.5) in levelling course below approached slab complete as per drawing and technical specification clause 800 and1211
6.98
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Protection of work:-Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical spcification claue 1302. I. Stone/ Boulder
203.98
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Providing and laying filter material undrneath pitching in slopes a per drawing and technical peification Clause 1302
101.99
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Providing and laying boulder apron for bed protection with stone boulder of minimum size and weight as per table 1300.1 no fragment weighing less than 25 kg laid dry complete as per drawing and Technical specification Clause 1301
313.4
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