North Eastern Electric Power Corporation Limited Tender
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The NEEPCO has issued a formal invitation for competitive bids for the North Eastern Electric Power Corporation Limited project, for Construction Of Approach Road To Heo Hep Power House And Tato I Trench Weir Site From Tato-menchukha Road Ch. 0.00 Km To Ch. 4181.64 M, in Kurung Kumey, Arunachal Pradesh, with an estimated contract value of Rs. 17,05,93,486. The bid opening date for this tender is 10-10-2024 and the last date for bid submission is 29-11-2024. Interested bidders for North Eastern Electric Power Corporation Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
North Eastern Electric Power Corporation Limited - NEEPCO Tender
Opening Date10 Oct 2024
Closing DateCancelled
Tender Amount₹ 17,05,93,486
Costs
EMD
₹ 34,11,000Document Cost
₹ 11,800Tender Fee
₹ 11,800
Summary
Construction Of Approach Road To Heo Hep Power House And Tato I Trench Weir Site From Tato-menchukha Road Ch. 0.00 Km To Ch. 4181.64 M,
Description
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Contact
Tender Id
2024_NEEPC_210907_1Tender No
NIB No.454 dated 09-10-2024Tender Authority
North Eastern Electric Power Corporation Limited ViewPurchaser Address
-Website
http://https://neepco.co.in/
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Documents
BOQ Items
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications including loading, unloading, transportation, etc.
2765.1
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Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size as shown in construction drawings or as per site requirements, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire) including loading, unloading, transportation, etc.
5905
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications including loading, unloading & transportation, etc…… Random Rubble Masonry
51.3
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(ii) In area of thorny jungle
5.02
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(ii) Ordinary rock (not requiring blasting) (A) Mechanical Means
11325.73
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Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)
47529.09
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Laying Reinforced Cement Concrete Pipe NP2/ prestressed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP2/prestressed concrete pipe for culverts 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 works in head walls and parapets including loading, unloading, transportation, etc....... 1000 mm dia
45
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications including loading, unloading, transportation, etc.
5003.37
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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 & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) including loading, unloading, transportation, etc.eads as such loading unloading charges are not required to be applied additionally
3136.23
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Neat cement punning including loading, unloading, transportation, etc.
5003.37
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications (incl. cutting, bending, shifting to site, tying and placing in position, loading, unloading, transportation, etc.)
39.36
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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) including loading, unloading, transportation, etc.
4116.3
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(B) PCC Grade M20
10.5
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Clearance of land slides in soil and ordinary rock by a Hydraulic Excavator including loding in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m.
75000
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Clearing and Grubbing Road Land . (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) (A) By Manual Means: (i) In area of light jungle
7.53
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Excavation in Hard Rock (controlled blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres )
63372.12
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PCC 1:3:6 in Foundation including PCC below Pipe Culverts (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) including necessary formwork, loading, unloading & transportation
295.14
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Granular Sub-Base with Well Graded Material (Table:- 400-1) (A) By Mix in Place Method (Construction of granular sub-base by providing close 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 clause 401) including loading, unloading, transportation, etc. (i) for grading- I Material
4037.9
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
1614
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(D) PCC Grade M25 Using concrete mixer
660.81
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Dry rubble Flooring/Backfill
845.53
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) including loading, unloading, transportation, etc. (ii) Ordinary Kilometer stone (Precast)
5
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Placing filter material over specified thickness behind retaining wall, abutment, wing wall and return wall complete as per drawing and Technical specification including loading, unloading, transportation, etc………… Granular material
1623
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Placing approved materials behind retaining wall, abutment, wing wall and return wall complete as per drawing and Technical specification including loading, unloading, transportation, etc using material obtained from excavation in road, drain, structures etc to meet requirement of table 300-2.
19109.95
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Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting,trimming of slopes, and disposal of unserviceable material with all lift and lead upto 1000 metres).
47529.09
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification
295.07
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Providing & laying Plum Concrete with composition 60 % Boulder (max Size limited to 1/3 of section width or 450 mm whichever is less) and 40 % Cement Concrete (1:2:4 with 20mm down aggregate) including shuttering, compacting & curing complete as per drawing and technical specification including loading, unloading, transportation, etc.
2149.7
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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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (i) Ordinary soil (A) Mechanical Means (Depth upto 3 m)
4853.89
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Evaluation Notes How It Works ?
Potential Partner
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West Siang, Arunachal Pradesh