Defence Statutory Bodies & Commissions/Committees Closing in 0 days TDR #39976882

Tender For Augmentation Of Sewage Line Network At Dc And Tech Area Under Ge Avadi

Issued by Statutory Bodies & Commissions/Committees · avadi, Tamil Nadu
Tender Value
65 Lakhs
Estimated cost
Bid Submission
31 Oct 2023
0 days left
EMD
1.30 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
avadi → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Augmentation Of Sewage Line Network At Dc And Tech Area Under Ge Avadi

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 20-Oct-2023 Technical Corrigendum Technical Bid 24-Oct-2023
2 24-Oct-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 31-Oct-2023

BOQ

Tender Inviting Authority: COMMANDER WORKS ENGINEERS (CHENNAI)
Sl. No. Item Description
1BOQ UPLOADED ONSEP 2023
2SCH \"A\" PART-I (SEWAGE NETWORK)
3M&L for Excavation in trenches not exc 1.5 m wide and not exc 1.5 m depth for foundation and getting out in hard/dense soil including bedding concrete complete all as specified and directed
4All as per item No 3 above but for depth exc 1.5m but not exc 3m depth
5M&L for Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil
6All as per item No 5 about but for depth exc 1.5m but n.exc 3m depth
7Demolition of brick work or stone /boulder masonery built in cement mortar or cement lime mortar including all quions, arches, pillars etc but excluding ashlar facing all as specified and directed.
8Demolition of Un-reinforced cement concrete in groung floors anf pavings not exc 15cm thickness (below or above GL) of any descrption including disposal of unserviceable material to a distance not exc 100 Mtr as directed by the Eng-in-Charge.
9All as per Item No 8 above but for reinforced concrete cover slabs of any description
10PCC 1:4:8 mix Type D-2 using 40 mm crushed stone aggregate as in foundation filling and in mass concrete
11Brickwork with fly ash bricks of old size, straight or curved on plan exc 6m mean radius, built in CM 1:4 all as specified and directe
12Rendering 15mm thick on brickwork in CM 1:4 mixed with liquid WPC @ 3% by weight of cement, finished even and smoth with out using extra cement complete all as specified and directed
13All as per item No 12 above but in CM 1:6 on external surfaces but finished even and smooth without using extra cement
14Preparing newly plastered surfaces of wall and applyingthree coat of white wash complete all as specified and directed by the Eng-in-Charge
15Supply only Liquid Water Proofing Compound as per manufacturers Instruction.
16PCC 1:2:4 mix Type B1 (20 mm graded stone aggregate) as in coping including necessary form work all as specified and directe
17PCC 1:2:4 Type B1 (20 mm graded stone aggregate) as in channelscomplete all as specified and directed
18Extra for forming fair finished drain or channel of under 30cm inner girth in cement concrete using extra cement, including forms, moulds, mitred/ stopped ends etc., complete all as specified and as directed.
19DWC HDPE PVC pipe of 200 mm dia laid and jointed complete all as specified directed by Engineer-In -Charge.
20All as per Item No 19 above but 250 mm dia
21All as per Item No 19 above but 300 mm dia
22PCC 1:4:8 mix Concrete bed to drain pipes 200mm dia including forming cradles complete all as specified and directed by the Engineer -in-Charge.
23All as per Item No 22 above but 250 mm dia
24All as per Item No 22 above but 300 mm dia
25Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. in any type of soil
26Removing excavated soil exc 1.5 kmbut n exc. 5 km and depositing where directed Note - Proper documentary evidence and photographic record will be maintained and kept on record before making any payment to the contractor
27Cutting into existing man holes for connecting new drains 300 mm dia making good pipe and rendering cutting out existing benching for and forming branch channel in cement concrete 1:2;4 type B-1 smooth finished and forminng benching as requred
28All as per Item No 27 above but 250mm dia pipes
29All as per Item No 27 above but 200mm dia pipes
30Providing precast cement concrete in 1:2:4 as in manhole cover slab set in CM 1:6
31M&L for Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips
32M&L for treating small articles such as stop, covers, gully gratings, holdfasts, ends of posts, backs of chowkats, etc., area n exc 0.1 sq. m each, with tar or coal tar black paint

AI Tender Summary

OUR REF NO 39976882
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 65 Lakhs
LAST DATE 31-10-2023
Authority
Authority Name Military Engineer Services
Work Description Augmentation Of Sewage Line Network At Dc And Tech Area Under Ge Avadi
Basic Detail
Tender No 87701/E8
Bidding Type Tender
Location
City avadi
State Tamil Nadu
Key Dates
Publish Date 24 Oct 2023
Submission Date 31 Oct 2023
Open Date 07 Nov 2023
Finance
Tender Value 65 Lakhs
Tender Fee 1000
EMD 1.30 Lakhs
Exemption Not Available
Document List
56401f96-5125-45c2-b500-ca419a38653c.html
87701Tenderdocus.pdf
BOQ_695612.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 24, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 24, 2023
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Oct 31, 2023
18:00 IST

Corrigendum-2 Issued

Clarifications on tender conditions and amendments issued.

Completed
Oct 31, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Nov 07, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

56401f96-5125-45c2-b500-ca419a38653c.html

pdf

87701Tenderdocus.pdf

xls

BOQ_695612.xls

pdf

Tendernotice_1.pdf

Disclaimer

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