North Eastern Electric Power Corporation Limited Tender
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North Eastern Electric Power Corporation Limited - NEEPCO Tender
Civil And Construction
Eprocure
Opening Date27 Sep 2024
Closing Soon27 Nov 2024
Tender Amount₹ 4,13,57,678
Costs
EMD
₹ 8,27,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NEEPC_205945_1Tender No
452 dated 27-09-2024Tender Authority
North Eastern Electric Power Corporation Limited ViewPurchaser Address
-Website
http://https://neepco.co.in/
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Documents
BOQ Items
(A).In area of light jungle
1.6
-
-
(B). In area of thorny jungle
1.07
-
-
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.
4000
-
-
B: Excavation
-
-
-
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)
11488.5
-
-
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).
11488.5
-
-
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 )
15318
-
-
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
-
-
-
(B). Mechanical Means (Depth upto 3 m)
514.93
-
-
(ii) Ordinary rock (not requiring blasting)
-
-
-
(B). Mechanical Means
1201.51
-
-
C: Structures
-
-
-
Dry rubble Flooring/Backfill
400
-
-
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
62.77
-
-
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
85.72
-
-
Plain/Reinforced cement concrete in open foundation complete including shuttering, loading, unloading & transportation etc as per drawing and technical specifications
-
-
-
(B). PCC Grade M15
45.61
-
-
(C) RCC Grade M20 Using concrete mixer
73.02
-
-
(D) PCC Grade M25 Using concrete mixer
70.42
-
-
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)
10.06
-
-
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.
1200
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications including loading, unloading, transportation, etc.
(A) Random Rubble Masonry
100.05
-
-
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.
700
-
-
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.
1238.6
-
-
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.
2646.78
-
-
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.
(A) Granular material
396
-
-
Providing bamboo palisading of bamboo size- 75 mm to 100 mm dia, closely packed driven at least 60 cm below ground and 100 cm above ground on average including including loading, unloading, transportation, fitting, fixing with jati or bethua bamboo kamies horizontally two rows with coir string etc. complete.
100
-
-
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.
(a) 1000 mm dia
20
-
-
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications including loading, unloading, transportation, etc.
569.17
-
-
Neat cement punning including loading, unloading, transportation, etc.
533.17
-
-
D: Road Surfacing
-
-
-
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)
480.6
-
-
Preparation and Surface Treatment of formation. (Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310.)
5785
-
-
Granular Sub-Base with Well Graded Material (Table:- 400-1)
-
-
-
B. 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
893.78
-
-
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.
876.09
-
-
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)
2
-
-
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