Karbi Anglong Autonomous Council Tender
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Karbi Anglong Autonomous Council - KAAC Tender
Eprocure
Opening Date28 Nov 2018
Closing Date24 Dec 2018
Tender Amount₹ 2,25,86,089
Costs
EMD
₹ 4,51,722Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_KAAC_10136_1Bid Award Id
ViewTender No
ACEH/CS/SOPD/55/2018-19/01/8Tender Authority
Karbi Anglong Autonomous Council ViewPurchaser Address
-Website
http://https://karbianglong.co.in/
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Documents
BOQ Items
Granular Sub-base with Close Graded Material Gr- I(Table:- 400-1) 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 rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401
562.6
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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 stages to proper grade ad camber applying and booming , stone screening/ binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density Grading 1 as per Technical Specification clause 404 (A) By manual means
281.21
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Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.(inclusive of edge restraint and carriage)
3750
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CONSTRUCTION OF1000 MM DIA NP3 CULVERT OF 10.00 M LONG (Single Row)
1
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Dismantling of existing structure like culverts , bridges , retaining wall and other structure comprising of masonry, cement concrete wood work , steel work including T&P and scaffolding where ever necessary , sorting the dismantled materialdisposable of un servicable material and stacking the servicable material with all lifts and lead of 1000 metres as per technical specification as per MORTH Clause No.202 V) Wood work wrought framed and fixed frame of trusses up to a height of 5 m above plinth level.
29
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Construction of cold weather Bamboo bridge over all width 3.70m and clear road way 3m with jungle wood post 20 to 25 cm dia 5 nos in each row and rows being 2m apart……..
30
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Preparation of Design, Drawings and SSI report Etc.as per satisfaction to the Deptt. Design calculations and SSI report 3 Sets, Drawings 6 sets
25
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Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORTH Clause No. 304. I) In Ordinary Soil.B. Mechanical means.i) Depth up to 3.00 m (without dewatering)
442.17
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Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift up to 1000 m as per MORTH Section No. 1100 & 1700 .Pile diameter = 1000 mm
408
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Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications of MORTH section no 1100. a) Initial load test
300
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Levelling course for Pile cap Providing and lying of PCC M - 15 levelling course 100 mm thick below the pile cap. as per drawing and technical specifications 0f MORTH section
8.37
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Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications 0f MORTH section no 1100,1500&1700, A. RCC grade M - 20 Case I : Using concrete mixer
110.1
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Reinforcement in foundation:- Supplying. Fitting and placing TMT IS:1786Fe 500D bar reinforcement in foundationcomplete as per drawings and Technical specifications a} TMT -IS 1786(Fe-500 D) Primary producer (TATA/ SAIL/ Esser Steel/Jindal Psanther Steel// Shyam Steel or equivalent.
35.62
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Substructure.Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications as per MORTH Section. 1500, 1700 , 2200.F) a)RCC Grade M 25 (P) With Plasticizer I) Height up to 5.0 m Case-II : Using Batching plant,transit mixer and concrete pump
103.06
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Supplying. Fitting and placing TMT IS:1786Fe 500D bar reinforcement in Sub structure complete as per drawings and Technical specifications a} TMT -IS 1786(Fe-500 D) Primary producer (TATA/ SAIL/ Esser Steel/Jindal Psanther Steel// Shyam Steel or equivalent.
12.5
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Supplying, fitting and fixing in position true to line and level elastomer 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 as per MORTH section 2000, 2200
106920
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Superstructure. Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications as per MORTH section 1500 , 1600 & 1700.B. RCC grade M - 25 Case I I: Using Batching plant,transit mixer and concrete pump.For T beam and slab, 1) Height up to 5.0 m.
114.5
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Supplying. Fitting and placing TMT IS:1786Fe 500D bar reinforcement in Super structure complete as per drawings and Technical specifications a} TMT -IS 1786(Fe-500 D) Primary producer (TATA/ SAIL/ Esser Steel/Jindal Psanther Steel// Shyam Steel or equivalent.
14.86
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and Technical specification of section 2702 of MORTH Specification of Roads and Bridge Work . With Crushed Stone
14.14
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construction of pre cast RCC railing of M25 grade , aggregate size not exceeding 12 mm , true to line and grade , tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequate space between vertical post for expansion , complete as per drawing and technical specifications clauses of section 2703 , 1500 , 1600 & 1700 of MORTH Specification of Roads and Bridge Works for superstructure works
66
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Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing and clause no 2607 of MORTH Specification of Roads and Bridge Works for superstructure works .
15
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Providing Drainage Spouts complete as per approved drawing and technical specifications clause 2705 of MORTH Specification of Roads and Bridge Works for superstructure works
24
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RCC approach slab including reinforcement and form work complete as per drawing and technical specifications clause 1500,1600 ,1700 & 2704 of MORTH Specification of Roads and Bridge Works for superstructure works
22.32
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Backfilling behind wing wall ,abutment and return wall complete as per drawing and technical specifications.B. sandy materials.
186.5
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Approach road of the bridge.
200
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-
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