Karbi Anglong Autonomous Council Tender
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Karbi Anglong Autonomous Council - KAAC Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date29 Mar 2025
Closing Date19 Apr 2025
Tender Amount₹ 3,11,11,227
AI Insights
Technical
Technical
Financial
Bid Capacity
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The formula for assessed available bid capacity is A*N*2 minus B.
Technical Capacity
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The required prior work experience for the bidder varies by position: * Project Manager: 15 years of experience in the construction industry, with at least 5 years of experience in a similar position (Source 1), or 5 to 7 years of experience (Source 3).
* Mechanical Engineer: Diploma in Mechanical Engineering with 7 years of experience or a Bachelor's degree in Mechanical Engineering with 3 years of experience (Source 1), or 3 years of experience (for B.E. Mech.) or 7 years of experience (for Dip. Mech.) (Source 3).
* Quantity Surveyor: Bachelor's degree in Civil Engineering with 3 years of experience or a Diploma in Civil Engineering with 7 years of experience (Source 1), or 3 years of experience (for B.E. Civil) or 7 years of experience (for Dip. Civil) (Source 3).
* Soil & Material Engineer: Bachelor's degree in Civil Engineering with 3 years of experience or a Diploma in Civil Engineering with 7 years of experience (Source 1), or 3 years of experience (for B.E. Civil) or 7 years of experience (for Dip. Civil) (Source 3).
* Site Engineer: 3 years of experience (for B.E. Civil) or 5 years of experience (for Diploma in Civil Engg) (Source 3).
* Plant Engineer: 3 years of experience (for B.E. Mech.) or 7 years of experience (for Dip. Mech.) (Source 3). The value and percentage of similar works completed are as follows: * The bidder should have completed similar works with a minimum value of Rs. 1000 crores in the last 5 years, with a minimum of 50% of the total value of the works completed (Source 1).
* The bidder should have a minimum annual financial turnover of Rs. 500 crores in the last 5 years, with a minimum of 20% of the total turnover from similar works (Source 1).
* The bidder should have executed a minimum of 50% of the total quantities of the major items of work described in the bid document in the last 5 years (Source 1).
* The bidder should have completed at least one similar work as a prime contractor with a value of at least Rs. 500 crores in the last 5 years (Source 1).
* The bidder should have achieved a minimum annual financial turnover of 60% of the estimated cost of the package for works of value up to Rs 200 lakhs and 75% of the estimated cost of the package for works of value more than Rs 200 lakhs in any one year (Source 2).
* The bidder should have satisfactorily completed or substantially completed (not less than 90% of contract value) at least one similar work of value not less than 1/3rd (one-third) of the estimated value mentioned in DNIT (Source 2).
* The bidder should have executed in any one year, the minimum quantities of the major items of work as indicated in Appendix (not less than 40% of the estimated quantity) (Source 2).
Costs
EMD
₹ 6,22,225Document Cost
₹ 6,223Tender Fee
Refer Documents
Summary
Balance Work For Construction Of Rcc Br.no.4/1 On Road From Nh-39 To Old Nd Road Via Balipathar Shyam Gaon Over River Dhansiri At Neparpatty Ferry Ghat Including Approaches And Protection Works Under Mlcsna Under Ridf-xxv Of Nabard For 2019-20
Description
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Contact
Tender Id
2025_KAAC_43871_1Tender No
DPU/RIDF-(Balance)/2025Tender Authority
Karbi Anglong Autonomous Council ViewPurchaser Address
-Website
http://https://karbianglong.co.in/
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Documents
BOQ Items
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Supplying providing placing in position and profiling of High Tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications. As per clause No-1802 to 1814 of MoRTH Specification.
11.13
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Clauses 800, 1206.3
A) With Crushed Stone
70.43
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Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
266.4
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Drainage Spouts complete as per drawing and Technical specification
53
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Strip Seal Expansion Joint
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm complete as per approved drawings and specification at Cl. No. 2607 of MoRTH Specification.
15
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PCC M-15 grade Levelling course below approach slab complete as per drawing and technical specifiction.
9.6
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Reinforced cement concrete approach slab including reinforcement and form work complete as per drawing and technical specification .
(a) TMT IS: 1786 (Fe-500-D) Primary Producer.
13.5
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification with Sandy soil.
75.04
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Protection Work
Providing and laying of boulder appron on river bed for protection against scour with stone boulders weighting not less than 40kg each complete as per drawing and technical specification Boulder appron laid in wire crates.
285.8
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Providing and laying Pitching on slopes laid over preparing filter media including boulder appron laid dry in front of toe of embankment complete as per drawing and Technical Specifications.
A. Stone Boulder.
318.57
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
241.95
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Approach Work
Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
i) Private Land
20466.98
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Construction of Subgrade and Earthen Shoulders
Construction of subgrade 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 with lead upto 1000 m as per Technical Specification Clause 303.1.
1587.8
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Construction of granular sub-base by providing closed graded material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site spreading in uniform layers with motor grader on prepared surface and compacted with vibratory power roller to achieve the desired density complete as per cl. 401 (Including cost of testing of materials at site and laborotory as directed by the deptt.) With a initial lead of 5km.
ii) For Grading _I Materials
367.5
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Water Bound Maccadam
(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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density (With all leads & lift and payment of FR GST etc.compllete)
A) By Manual Means
ii) grading II c) Using Screening Type B (11.2mm agg.).
245
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Water Bound Maccadam
(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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density (With all leads & lift and payment of FR GST etc.compllete)
A) By Manual Means
iii) grading III
c) Using Screening Type B (11.2mm agg.).
245
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Providing and applying tack coat with bitumen emlsion using emulsion (RS-I) distributor at the rate of 0.20 kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom.
2450
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades (including carriage of mixing materials with leads & lift from mixing plant to site) (Including cost of testing of materials at site and laborotory as directed by the deptt.) A) Without Anti Stripping agent.
i) Mechanical method using Penetration grade Bitumen.(60/70 or VG 30 Grade ) and HMP of appropriates capacity not less than 75 tonnes/hour.
2450
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Seal Coat: ( Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels grades and cross fall using type A and B seal coats as per Technical Specification) ( Including carriage upto initial lead of 5 km from quarry)
2450
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Guard Post
Supplying fitting & fixng RCC Guard post 150 cm long erected 75cm above the ground and 75cm below ground with M-15 grade (Nominal Mix 1:2:4 with brocken Stone agrregates up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering moulding top curing including pinting concrete surface in 23 cm stips upto 0.75 m from the top alternately in black and white and having 2nos reflective band of desired shade etc,complete as per design and as directed.
a) 30cm dia RCC guard post with reinforcement of 6nos 12mm dia TMT main steel bars and 6mm TMT/MS strirrup at 15cm c/c.
72
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Painting on concrete surface Providing and applying 2 coats of water based cement paint to un plastered concrete surface after cleaning the surface of dirt , dust , oil , grease efflorescence and applying paint @ of 1 litre for 2 sqm)
B) For RCC Railing
264.8
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Providing and erecting direction and place identification rectro Reflectrorised sign as per IRC:67 made of high intensify encapsulated lens type reflective sheeting vide clause 801.3 fixed over allluminium sheeting 2mm thick with area exceeding 0.9 sqm fixed on an angle iron of 25x25x4mm supported on mild steel angle iron post 75mmx75mmx6mm 2nos firmly fixed to the ground by means of properly design foundaion with M-15 grade cement concrete45cmx45cmx60cmm, 60 cm below ground level as per approved drawing and sign. (All the steel work must be Tata/Sail/or any other approved brand)
3.6
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Carrying out Sub Soil investigation (SSI) for all types of soil (except boring in rock) upto depth of 30m or refusal (N=100) for each foundation location as per IRC-78-2014 and submission of SSI report to the Engineer in charge for appoval preparation & submission of design calculation & drawings of foundation sub structure, Super Structure as relevent IRC Codes and SSI Report 2(two) each of Design & Drawing of each bridge to be submitted sub mitted for approval and 8 (eight) copies after approval of competant authority.
1
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals,PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification.
1020
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