Housing Urban and Rular Development Government Departments Closing in 0 days TDR #37448875

Tender For Construction Of Compound Wall Stage And Cycle Shed For Jb School (Centre) At Kadmat (Balance Work)

Issued by Government Departments · kadmat, Lakshadweep
Tender Value
Ref. Documents
Estimated cost
Bid Submission
06 May 2023
0 days left
EMD
79935
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
kadmat → Lakshadweep
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Compound Wall Stage And Cycle Shed For Jb School ( Centre ) At Kadmat ( Balance Work )

BOQ

Name of Work: Construction of Compound wall, stage and cycle shed for JB School (Centre) at Kadmat (Balance work)
Sl. No. Item Description
1Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 Sq.m on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2Providing and laying cement concrete 1:4:8 ( 1 cement: 4 M.Sand: 8 granite chips 40mm nominal size ) excluding cost of centering and shuttering and reinforcement for foundation and plinth.
3Filling with Quarry waste/debris ( Dismantled materials issued by department) in trenches, plinth, sides of foundations etc layers not exeeding 20cm plinth, side od foundations etc layers not exceeding 20cm and watering lead up to 50 mtr and lift up to 1.50mtr including loading , transportation and unloading at site.
4Reinforced cement concrete 1:1.5:3 ( 1 cement: 1.5 M.Sand: 3 granite chips 20mm nominal size) excluding cost of centring and shuttering and reinforcement All work up toplinth level.Foundation fooltings bases of column etc, and mass concrete.
5Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement :1:1:2 (1 cement: 1 coarse sand : 2 graded stone aggregate 20 mm nominal size)
6Reinforced cement concrete work in beams, suspended floors, roofs havingslope up to 15 degree landings, shelves chajjas, lintel bands plain window sills staircase and spiral staircase up to floor five level excluding cost of centring,shuttering and reinforcement 1:1.5:3 (1 cement 1.5 M Sand3 granite chipps 20mm nominal size)
7Cold twisted steel reinforcement for RCC work including bending, binding and placing in position complete. HD 500 bars
8Centering and shuttering including strutting propping etc and removal of form Foundations, footings, bases of columns, etc. for mass concrete.
9Centering and shuttering including strutting propping etc and removal of form work Column, piller, piers, abutments, post and struts
10Centering and shuttering including strutting propping etc and removal of form work Suspended floor, roofs, landings, balconies and acess platform.
11Brick work with modular bricks of class designation in foundation and plinth in C.M.1:6 (1Cement: 6 Metal sand)
12Brick work in superstructure above plinth level upto floor five level in cement mortar (1 cement 6 M-sand).
13Cement concrete block (machine moulded) masonry in Superstructure above plinth level in CM 1:6 with blocks of size 40cmx20cmx15cm.
146mm cement plaster to ceiling 1:3(1cement :3 metal sand)
1512mm cement plaster 1:6 (1cement :6 metal sand)
1615mm cement plaster 1:6 (1cement :6 metal sand) on rough side of single or half brick wall
17Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface.Water thinnable cement primer (Berger/ Nerolac/ Asian paint)
18Finishing wall with texture exterior paint of required shade on new work (two or more coats applied @3.28ltr/10 sqm) over including priming coat of exterior primer applied @ 2.20 kg/10 sqm
19Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete
20Providing Aluminium sheet roofing fixed with .galvnized iron Jor L hooks and 8mm dia C.I plain bitumen washers complete excluding the cost of purlins, rafters and trusses corrugated sheet 0.56mm thick.
21Providing ridges or hips in Aluminium sheet roofing with G.I /J or L hooks bolts and nuts 8 mm dia G.I plain bitumen washers complete. 0.56mm thick.
22Painting Steel work with Deluxe Multi surface paintto give an even shade.Two or more coats applied on @0.90ltr/10 sqm) over under coat of primer applied @ 0.80 ltr/10 sqm of approved and manufacture
23Providing and fixing cast iron gate in approved pattern with locking arrangement, all fitting and including priming coat

AI Tender Summary

OUR REF NO 37448875
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 06-05-2023
Authority
Authority Name Public Works Department
Work Description Construction Of Compound Wall Stage And Cycle Shed For Jb School ( Centre ) At Kadmat ( Balance Work )
Basic Detail
Tender No 39/EE/LPWD/AMN/2022-2023
Bidding Type Tender
Location
City kadmat
State Lakshadweep
Key Dates
Publish Date 28 Apr 2023
Submission Date 06 May 2023
Open Date 08 May 2023
Finance
Tender Value Ref. Documents
Tender Fee 500
EMD 79935
Exemption Not Available
Document List
5ae729e4-501e-426c-b058-4e5eb47ce116.html
AgreementForm.pdf
BOQ_2496.xls
personaldetails.pdf
Tendernotice_1.pdf
Tendernotice_2.pdf

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Tender Timeline

Apr 28, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
May 06, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
May 08, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

5ae729e4-501e-426c-b058-4e5eb47ce116.html

pdf

AgreementForm.pdf

xls

BOQ_2496.xls

pdf

personaldetails.pdf

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

Disclaimer

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