Provision Of Sewage Line From Pump House No . 3 To Pump House No . 2 At Dholewal Mil Complex Under Ge Ludhiana .

Tender Notice

26592878
Provision Of Sewage Line From Pump House No . 3 To Pump House No . 2 At Dholewal Mil Complex Under Ge Ludhiana .
Indian
Punjab
13-01-2021
05-02-2021
06-02-2021

Tender Details

Provision Of Sewage Line From Pump House No . 3 To Pump House No . 2 At Dholewal Mil Complex Under Ge Ludhiana .

Key Value

Document Fees
INR 500 /-
EMD
INR 29540.00 /-
Tender Value
Refer document

Attachment

FileName File Description File Size
Tendernotice_1.pdf Tender Document-NIT 61.03
BOQ_460221.xls Tender Document-BOQ 297.50
BFF350EE-A12B-4371-A4F6-1C0764E8FD7F.html Tender Notice-Tender Notice 0
tender451920.pdf Tender Document-Tender Documents 488.93

Other Information

Attachments
Additional Details Available on Click
✓ Tendering Authority
✓ Publication Document
(Tender Document / Tender Notice )

BOQ Items

Name of Work: Provn of sewage line from pump house No.3 to pump house No. 2 at Dholewal Mil complex under GE Ludhiana.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Sch 'A'
2 1.01 Excavation in trenches n. exc 1.5 m wide or n. exc 1.5 m depth for pipe line , drains, foundations of sewage lines or manholes etc. and getting out in soft/ loose soil complete all as specified & directed by Engineer-in-charge 494 Cum
3 2 Excavation in trenches exc 1.5 m wide or n. exc 3 m depth for pipe line , drains, foundations of sewarage lines or manholes etc. and getting out in soft/ loose soil complete all as specified & directed by Engineer-in-charge. 255 Cum
4 3 Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified & directed by Engineer-in-charge 600 Cum
5 4 Removing excavated soil to a distance n.exc 50 m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-charge. 149 Cum
6 5 M&L cement concrete (1:5:10) type E-2 using 40mm graded stone aggregate for foundation filling and mass concrete complete all as specified & directed by Engineer-in- charge. 10.5 Cum
7 6 M&L for brick work with sub class ‘B’ old size bricks straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:4) all as specified & directed by Engineer-in- charge 55 Cum
8 7 M&L rendering 15mm thick on brick work or concrete surface in cement mortar (1:4) finished even and smooth without using extra cement (with water proofing compound ) complete all as specified & directed by Engineer-in- charge. 235 Sqm
9 8 M&L cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in bed to 300mm bore drain pipes including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified & directed by Engineer-in- charge 700 RM
10 9 M&L 300mm internal dia reinforced concrete pipes , class NP3 , laid and jointed complete with collars all as specified and directed by Engineer-in-Charge. 705 RM
11 10 M&L precast reinforced cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in manhole covers and the like set in cement mortar (1:4) duly placed on manholes complete all as specified and directed by Engineer-in-Charge. 7 Cum
12 11 M&L mild steel work conforming to Fe-410-0 or Fe-310 as in grills, gratings etc. with ends of bars shouldered and/ or rivetted or forged into spikes; framed guard bars, walkways, railing, framed work of water tanks, and similar works all as directed by Engineer-in- charge. 80 Kg
13 12 M&L TMT bars 5mm dia and over upto and including 10mm dia TMT bars as in sturrups, nibs, spacers/binders etc. complete all as specified & directed by Engineer-in- charge. 540 Kg
14 13 M&L cutting into existing manholes for connecting new drain upto 225mm internal dia,making good to pipe and rendering for and forming branch (1/2 round or 3/4 section) in cement concrete (1:2:4) type B1 smooth finished and reforming benching as required as 15mm dia of pipe complete all as specified & directed by Engineer-in- charge. 8 Each
15 14 Demolition of cement concrete in ground floors and pavings not excceding 15cm thickness (above or below ground level) all as specified and directed by Engineer-in-Charge. 8.5 Cum
16 15 M&L 100mm thick cement concrete (1:2:4) type B-2 using 40mm graded stone aggregate as in floors finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. 55 Sqm
17 16 M&L preparing newly plastered surface of wall and applying three coats of white wash complete all as specified & directed by Engineer-in- charge 80 Sqm
18 17 Supply only integral water proofing compond . 60 Kg
19 18 M&L cement concrete (1:2:4) type B-2 using 40mm graded stone aggregate as in surface channels and drain etc complete all as specified & directed by Engineer-in- charge. 8.48 Cum
20 19 M&L PCC (1:2:4) type B-1 using 20mm graded stone aggregate as in bed plates, coping , kerbs,water trough and like rounded or chamfered on edges complete all as specified and directed by Engineer-in-Charge. 1 Cum
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2021 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail