Public Administrative Department Private Organizations Closing in 0 days TDR #41873255

Tender For Extension Of Overflow Drain And Strengthening Of Compound Wall Inside First Phase Of Lifesciences Park, Thonnackal, Thiruvananthapuram

Issued by Private Organizations · Thiruvananthapuram, Kerala
Tender Value
72.38 Lakhs
Estimated cost
Bid Submission
17 Feb 2024
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
Thiruvananthapuram → Kerala
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender For Extension Of Overflow Drain And Strengthening Of Compound Wall Inside First Phase Of Lifesciences Park, Thonnackal, Thiruvananthapuram

BOQ

Work Name : Extension of overflow drain and strengthening of compound wall inside first phase of Lifesciences Park, Thonnackal, Thiruvananthapuram
Sl. No. Item Description
1Appendix A
22.6.1 : Earth 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
32.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
42.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
52.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
615.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
715.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
85.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
95.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
105.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
114.1.8 : Providing 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)
125.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to siteof laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level
135.35 : Add for using extra cement in the items of design mix over and above the specified cement content therein
145.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1560.7.9 : RR with Departmental. Stone - Random rubble masonryusing departmental rubble in foundation and plinthincluding through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).
1660.7.1 : DRYRUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
1750.6.1.4 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
1813.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
1913.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
2010.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
2113.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
22od242886/2023_2024 : Providing and fixing of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire

AI Tender Summary

OUR REF NO 41873255
AUTHORITY Private Organizations
TENDER VALUE 72.38 Lakhs
LAST DATE 17-02-2024
Authority
Authority Name Kerala Lifesciences Industries Parks Private Limited
Work Description Tender For Extension Of Overflow Drain And Strengthening Of Compound Wall Inside First Phase Of Lifesciences Park, Thonnackal, Thiruvananthapuram
Basic Detail
Tender No KLIP/0028/2023-24/01
Bidding Type Tender
Location
City Thiruvananthapuram
State Kerala
Key Dates
Publish Date 27 Jan 2024
Submission Date 17 Feb 2024
Open Date 19 Feb 2024
Finance
Tender Value 72.38 Lakhs
Tender Fee 5900
EMD 50000
Exemption Not Available
Document List
6ba5fb0c-2e42-4f76-ba0a-a2f96fc909d6.html
BOQ_999990.xls
rfp.pdf
Tendernotice_1.pdf

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Tender Timeline

Jan 27, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 17, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 19, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

6ba5fb0c-2e42-4f76-ba0a-a2f96fc909d6.html

xls

BOQ_999990.xls

pdf

rfp.pdf

pdf

Tendernotice_1.pdf

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