Loading…
New: tenders and results on WhatsApp
New: Find tenders, results and companies on WhatsApp, by text or voice note
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₹28.9 LAccepted-AOC | L1 | Accepted-AOC Being a lowest bidder | |
| 2 | L2₹36.7 L+₹7.8 L (26.9%)Rejected-Finance | L2 | Rejected-Finance Being a 2nd lowest bidder | |
| 3 | L3₹40.7 L+₹11.8 L (40.8%)Rejected-Finance NO 1 116 GANGAI AMMAN KOVIL STREET SORANJERY PATTABIRAM CHENNAI 600072 | CHENNAI | CHENNAI | TAMIL NADU | 600072 | L3 | Rejected-Finance Being a 3rd lowest bidder |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
14 Jan 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Shri Vishal Garg, IDSE, SE(SAG)
COMMANDER WORKS ENGINEERS CHENNAI PALLAVAN SALAI CHENNAI 600 002
CONSTRUCTION OF VOCATIONAL LAB UNDER PM SHRI SCHEME AT KV SCHOOL AFS AVADI UNDER GE AVADI
2024_MES_688429_1
87725/E8
Open Tender
Civil Works - Others
Lump-sum
180 days
GE Avadi
As per Tender Documents
7 documents required · 7 mandatory
₹500
GE Avadi
₹60,000
19 Feb 2025
12 Dec 2024
16 Jan 2025
12 Dec 2024
14 Jan 2025
26 Dec 2024
12 Dec 2024 - 19 Dec 2024
Amount
SCHEDULE 'A' PART I Note: This schedule is not pre-priced by MES.
Designing and construction of vocational Lab of total plinth area 103.40 Sqm ( size of lab 7.40 M X 11.00M with covered passage 11.00MX 2.00 M) , plinth height 1.00mtr in single storey with permanent specification, including RCC M30 framed structure foundation, plith beam, lintel , Chajja, Roff slab including roof beam, with precast concrete block panels and with other list of items of work as listed below complete all as specified and as shown in line sketch enclosed and as directed. The rate quoated is inclusive of following:- (a) Site clearance. (b) Soil investigation to arrive at desired foundation depth by bore hole of min 10m depth or N value 50 which ever is earlier, including vetting of report from NIT / IIT / Govt Recognised Engineering Colleges.
(c) Design and execution of foundation footing , pedestal, column, plinth beam etc in design Mix M-30 (d) Reinforcement , precast solid block masonry work etc shall be as per PS Clause (e)Preconstruction ATT treatment. (f) Water proofing Treatment to Roof using 3mm thick APP membrane . (g) Moorum filling in plinth including Hardcore , Subbase and floor finish Flooring as per Schedule of finishes drawing enclosed. (h) Internal and external plastering as specified and finishing (j) Aluminium Doors and Windows including Fly proofing facilities and all mongreys
(k) Two tier / Three tier RCC shelves with prlaminated partcle board shelves / Doors including iron mongreys. (l) Sink / Washbasin (m) RCC Platform with Cabin below with shutters with all fittings and fixtures.
Sch "A" Part II List of items to be quoted by Contractor
INTERNAL ELECTRIFICATION S/ F MCB SP 230 volts, 60to 32 Amps , 'C' Curve 10kA capacity complete all as specified and as directed.
Earthing complete with galvanised iron earth plate electrode 600mm x 600mm x 6mm thick, buried directly in ground vertically at a depth not less than 2.25m deep below normal ground level with top edge of the plate not less than 1.5m below normal ground level surrounded from all sides by 15cm thick packed layer of charcoal dust and common salt, filling in alternate layer and electrode connections by using galvanised iron earth lead wire 4mm dia connected by means of bolts, nuts, checknuts and washers made of galvanised iron or steel and protected by 15mm dia GI pipe medium grade upto a length of 7.5m connected to main switch board or main control board and 20mm dia GI light grade watering pipe including funnel, wire mesh,complete all as per plate No. 5 of SSR Part I .
Notes for srl item No2.2 The rates quoted inclusive of necessary earth work and excavation in any type of soil, plain cement concrete 1:3:6, type C1 chamber, reinforced cement concrete cover slab with locking arrangement and handle of 10mm dia MS round bars 450mm long, 1:2:4 type B1, 50mm thick with 8mm dia TMT bars at 140mm centre to centre both ways, lugs including testing complete all as specified and as directed.
EXTERNAL WATER SUPPLY M & L Cutting inserting existing UPVC pipe 50mm dia heavy duty and inserting 50mmx50mmx40mm Tee insitu including necessary excavation earth work , returning filling in and removal of surplus soil etc complete all as specified and as directed.
Lumpsum price worked out by the tenderer for "INTERNAL WATER SUPPLY" as listed in Schedule ‘A’ Part-II
Lumpsum price worked out by the tenderer for "INTERNAL ELECTRIC SUPPLY" as listed in Schedule ‘A’ Part-III
Lumpsum price worked out by the tenderer for "EXCAVATION AND EARTH WORK " as listed in Schedule ‘A’ Part-IV
Lumpsum price worked out by the tenderer for "EXTERNAL ELECTRIFICATION" as listed in Schedule ‘A’ Part-V
Lumpsum price worked out by the tenderer for "EXTERNAL WATER SUPPLY " as listed in Schedule ‘A’ Part-VI
Lumpsum price worked out by the tenderer for "AREA DRAIANAGE " as listed in Schedule ‘A’ Part-VII
silambarasan (BID ID -3204768)
Mariammal Constructions (BID ID -3204237)
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 • 0.04 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 .