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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Rejected-Technical | Rejected-Technical Technically Disqualified |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-Hard copy of Technical bid received after closing date |
| 4 | Rejected-Technical BLDG NO XI 74 NEAR VALLARAM KULLANGARA TEMPLE KUNHIMANGALAM KOVVAPPURAM PO KANNUR DIST KERALA 670309 | KANNUR | KERALA | 670309 | Rejected-Technical Technically Disqualified |
Tender Value
₹7.1 L
EMD Value
₹14,153
Closing Date
3 Oct 2023, 3:00 pmClosed
DIRECTOR TMC
Office of Engineering services, Second Floor,Khanolkar Shodhika , ACTREC Kharghar Node, Navi Mumbai 410210
Porta cabin for Store department ACTREC
2023_TMC_771748_1
ET-95/Porta Cabin/2023
Open Tender
Civil Works
Item Rate
60 days
ACTREC-Kharghar
As per Tender Document
2 documents required · 2 mandatory
₹0
₹14,153
Yes
ACTREC, KHARGHAR
25 Jan 2024
15 Sept 2023
4 Oct 2023
15 Sept 2023
3 Oct 2023
15 Sept 2023
15 Sept 2023 - 20 Sept 2023
21 Sept 2023
Amount
Installation & Comissioning 20'x10'x8'6" Porta Cabin Having main 1 door,2 sliding window 3'x3' , 1 louvers size 1' x 1', 1 Exhaust fan, 1 Taps, with drain: connection 2LED light inside & One outside door, 1.5 mm vinyl for wall & flooring as per size.Rate All inclusive of Transportation, Loading, Unloading at site & Location(separate sheet attched with details in TENDER document)
RCC M20:Reinforced cement concrete of specific grade grade using graded stone aggregate of 20mm max. size including consolidation with vibrator & needle of required capacity finishing Curing,exlcuding form work, shuttering and steel reinforcement etc. complete all as directed by the Engineer-inCharge. In slabs, chaijas, canopies, columns, shelves window sills staircases walls beams intels bed blocks etc.
BRICK WORKBrick work at all floor level with cement mortar 1:4 using well burnt locally available bricks of approved quality including scaffolding, raking out joints above ground level simultaneous and as directed by engineer in charge. In foundation & plinth drain walls chambers & superstructure of all floor levels.
WATER PROOF PLASTER:Providing and laying water proof cement plaster 20mm in two coat backing coat of 12mm thick in CM 1:3 and second coat 8mm thick in CM 1:3 finish including supplying and adding water proofing compound weight of cement at all floor levels for repair to chambers, manholes, water retaining structures, depressions in bath/WCS etc. in quantities as required at site including scaffolding, curing layer will be allowed to air cure for 4hours followed with water curing for 48 hours, hacking of concrete surface etc. complete all as directed by engineer-incharge (to maintain bone dry condition underneath for 10 yrs) The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipe sand masonry with polymer mixed slurry. (Rates also includes disposing/taking away the debris outside the premises of ACTREC and disposing as per the statutory guidelines)
SOLING 225mm thick :Providing & laying rubble stone soling using spotless stones below floors roads/pavements etc. mechanically / manually consolidated thickness as specified below with stones vertically handset interstices packed with smaller stone chips, binding with murrum & sprinkling water for proper consolidating and finishing to required levels in quantities as and when required etc. complete all as directed by the Engineer-in-Charge.
PCC 1:2:4 using 20mm max. size aggregate.Plain cement concrete using graced stone aggregate of 20mm / 40mm max. size including consolidation using vibrator & needle if required finishing, curing, form work shuttering, centering etc. complete all as per specification and in quantity as & when required by the Engineer-in-Charge,
REINFORCEMENT: Reinforcement for reinforced cement concrete at all floors and levels including supplying cutting bending fixing and binding in position with 1.6mm dia soft drawn annealed binding wire including cost of binding wire labour etc. complete all as per specifications and as directed by the Engineer-in-Charge. (laps will not be measured). With high yield strength deformed bars (TMT bars) & MS round bars
Filling available debrisFilling under floors with available earth / murrum/debris or brought from outside sources spreading in 200mm thicklayer, watering consolidating to 150mm thickness and finished to desired levels etc. complete. (17Sqm X 0.3M depth) (disposing/taking away the debris outside the premises & diposing as per the guidelines of statutory authorised.
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