Power Boards / Undertakings / PSU Closing in 0 days TDR #36107556

Tender For Adyanpara Shep 3.5 Mw Construction Of 120 M New Road To Weir Site At The Protected Riverside, Amenities And Provision For Retaining Walls, Etc

Issued by Boards / Undertakings / PSU · nilambur, Kerala
Tender Value
45.36 Lakhs
Estimated cost
Bid Submission
16 Feb 2023
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
nilambur → Kerala
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender For Adyanpara Shep 3.5 Mw Construction Of 120 M New Road To Weir Site At The Protected Riverside, Amenities And Provision For Retaining Walls, Etc

BOQ

Name of Work:-Adyanpara SHEP 3.5 MW:- Construction of 120 m new road to weir site at the protected riverside, amenities and provision for retaining walls, etc
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge - All kinds of soil.
2Excavation in hard rock (blasting prohibited) by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 6 m, as directed by Engineer-in-charge.
3Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
4Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials - All kinds of soil.
5Drilling holes for providing anchor/ dowel bars varying in depth and diameter in rock or concrete and cleaning the holes, grouting with cement grout (CM 1:2) after fixing dowel bars including cost of all materials (except anchor bars which shall be paid seperately), labour etc. complete as per specification and drawings.
6Providing anchor bars of varying depth using Tor steel, bend, jumped, etc. including cost and conveyance of steel, labour charges, etc.complete as per the specifications and drawing as directed by the departmental officers.
7Centering and shuttering including strutting, propping etc. and removalof form work for foundations, footings, bases of columns etc.
8Centering and shuttering including strutting, propping etc. and removal of form work for walls of any thickness.
9Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars.
10Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: - Cement mortar 1:6 (1 cement : 6 coarse sand)
11Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:5.1.2 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
12PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
13Providing and filling the expansion joints with Pre moulded Joint filler, 25 mm thick as per drawings and specifications and as directed by departmental officers including cost of all materials, labour, etc., Complete.
14Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
15Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.16.78.1With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30
16Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge.
17Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
18Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: -1: 1 1/2:3 (1 cement : 1 1/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
19DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
20Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.

AI Tender Summary

OUR REF NO 36107556
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 45.36 Lakhs
LAST DATE 16-02-2023
Authority
Authority Name Kerala State Electricity Board
Work Description Tender For Adyanpara Shep 3.5 Mw Construction Of 120 M New Road To Weir Site At The Protected Riverside, Amenities And Provision For Retaining Walls, Etc
Basic Detail
Tender No E-04/2022-23/AEE/CMSD/PGL dtd.01.02.2023
Bidding Type Tender
Location
City nilambur
State Kerala
Key Dates
Publish Date 06 Feb 2023
Submission Date 16 Feb 2023
Open Date 21 Feb 2023
Finance
Tender Value 45.36 Lakhs
Tender Fee 5900
EMD 50000
Exemption Not Available
Document List
613b2b86-0152-4d51-94ec-d47e0ae29ee9.html
BOQ_816359.xls
Tenderdocument_road120m.pdf
Tendernotice_1.pdf

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Tender Timeline

Feb 06, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 16, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 21, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

613b2b86-0152-4d51-94ec-d47e0ae29ee9.html

xls

BOQ_816359.xls

pdf

Tenderdocument_road120m.pdf

pdf

Tendernotice_1.pdf

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