Loading
Loading…
New
Tenderkart now works inside Claude and ChatGPT: search and analyse tenders right from your chat
Tenderkart now works inside Claude and ChatGPT: search and analyse tenders right from your chat
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAccepted-AOC | L1 | Accepted-AOC Tender accepted due to lowest and quoted reasonable rates | |
| 2 | L2₹14.6 L+₹5.0 L (52.2%)Rejected-Finance BASGO LEH 194 101 U T LADAKH INDIA | LEH LADAKH | LADAKH | 194101 | L2 | Rejected-Finance higher side quoted amount | |
| 3 | L3₹15.8 L+₹6.3 L (65.5%)Rejected-Finance SHAMSHU COMPLEX FORT ROAD LEH LADAKH 194101 | LEH | LEH | LADAKH | 194101 | L3 | Rejected-Finance higher side quoted amount |
Tender Value
Refer Docs
EMD Value
₹42,000
Closing Date
3 Oct 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
C
HQ CWE Khumbathang C/o 56 APO PIN-900270
PROVN OF SOAKAGE PITS WITH ALLIED INFRA AT NIMU UNDER AGE (I) NIMU
2024_MES_669239_1
80051/17/E8
Open Tender
Civil Works
Item Rate
180 days
AGE (I) NIMU
Class E Cat a (I)
8 documents required · 8 mandatory
₹500
AGE (I) Nimu
₹42,000
Yes
13 Nov 2024
31 Aug 2024
5 Oct 2024
31 Aug 2024
3 Oct 2024
14 Sept 2024
Amount
Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil, complete all as specified and directed by Engr-in-charge.
Cement concrete 1:4:8 type D2 (using 40 mm graded crushed stone aggregate ) as in foundations, filling and mass concrete, complete all as specified and directed by Engr-in-charge.
Pre-cast cement concrete 1:3:6 type C1 (using 20mm graded crushed stone aggregate) block masonry with solid blocks, exc. 10 cm in width and setting in mortar (1:4), complete all as specified and directed by Engr-in-charge.
Rendering 15mm thick Plaster in cement mortar(1:4) on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement, complete all as specified and directed by Engr-in-charge.
Pre-cast Reinforced cement concrete 1:2:4 type B1 (using 20mm graded crushed stone aggregate) as in Manhole cover slab and setting in cement mortar (1:4), complete all as specified and directed by Engr-in-charge.
TMT bars 10 mm dia and above, cut to length , bent to shape required including cranking , bending spirally for hooping for columns, hooking ends, binding with and including mild steel wire ( annealed ) not less than 0.9mm dia, complete all as specified and directed by Engr-in-Charge.
Providing Cement concrete 1:2:4 type B-0 (using 12.5mm graded crushed stone aggregate) as in Manhole channel, complete all as specified and directed by Engr-in-Charge.
Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in hard/dense soil, complete all as specified and directed by the Engr-in-Charge.
Removing excavated surplus soil to d distance upto 50m deposting where directed at a level not exceeding 1.5 m above the starting point, complete all as specified and directed by the Engr-in-Charge.
Providing Cement concrete 1:2:4 type B-0 (using 12.5mm graded crushed stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands,plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided, complete all as specified and directed by the Engr-in-Charge.
PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or floor of 110mm bore pipe, complete all as specified and directed by Engr-in-charge
110 mm bore PVC (SWR) bends any radius, complete all as specified and directed by Engr-in-charge
110 mm bore PVC (SWR) junction single, (Single T) equal or unequal, complete all as specified and directed by Engr-in-charge
110 mm bore PVC (SWR) branch piece, double (double Y) equal or unequal, complete all as specified and directed by Engr-in-charge
110 mm bore PVC (SWR) branch piece, single (single Y) equal or unequal, complete all as specified and directed by Engr-in-charge
100mm thick cement concrete 1:3:6 type C2 bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed by Engr-in-charge
Soakage well of 3m dia X 4.5m effective depth, excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and as per CESZ/TD/1078/2011
M/S SONAM NAMGIAL (BID ID -3103618)
M/S INDUS HIMALAYAN EXPLORERS (BID ID -3098006)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .