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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC PLOT NO 52 SIDDARTH PARK BEHIND ICE FACTORY RAVALWADI BHUJ KUTCH GUJARAT 370001 | KACHCHH | GUJARAT | 370001 | ₹1.0 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹1.1 Cr+₹3.8 L (3.63%)Rejected-Finance 0 TANDA VILLAGE KHAIRPUR TANDA AYODHYA VILLAGE TOWN POST MAKHDOOM NAGAR CITY AMBEDKAR NAGAR AMBEDAKAR NAGAR UTTAR PRADESH 224190 INDIA | AMBEDKAR NAGAR | UTTAR PRADESH | 224190 | ₹1.1 Cr+₹3.8 L (3.63%) | L2 | Rejected-Finance NOT L1 BIDDER |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
24 Jul 2023, 6:00 pmClosed
CWE AF BHUJ
CWE(AF) BHUJ KHAVDA ROAD BHUJ 370001
PROVN OF DEFICIENT SECURITY INFRASTRUCTURE AT AFS NALIYA (PHASE-II)
2023_MES_605658_1
85245/E8
Open Tender
Civil Works
Lump-sum
180 days
NALIYA
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE (AF) NALIYA
₹1.5 L
Yes
13 Dec 2023
26 Jun 2023
26 Jul 2023
26 Jun 2023
24 Jul 2023
11 Jul 2023
26 Jun 2023 - 11 Jul 2023
Amount
NOTE: Schedule ‘A’ Part - I to VIII are under Ser No. 1 to 8 are Prepriced by MES. Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only.
Lumpsum price worked out by the tenderer for BUILDINGS /STRUCTURES as listed in Schedule ‘A’ Part-I
Lumpsum price worked out by the tenderer for EXCAVATION AND EARTH WORK as listed in Schedule ‘A’ Part-II
Lumpsum price worked out by the tenderer for DEMOLITION as listed in Schedule ‘A’ Part-III
Lumpsum price worked out by the tenderer for COVERED SHED FOR MAIN GATE, TECH GATE, GREEN GATE as listed in Schedule ‘A’ Part-IV
Lumpsum price worked out by the tenderer for INTERNAL ELECTRIFICATION as listed in Schedule ‘A’ Part-V
Lumpsum price worked out by the tenderer for EXTERNAL ELECTRIFICATION as listed in Schedule ‘A’ Part-VI
Lumpsum price worked out by the tenderer for SEWAGE as listed in Schedule ‘A’ Part-VII
Lumpsum price worked out by the tenderer for INTERNAL WATER SUPPLY as listed in Schedule ‘A’ Part-VIII
SCHEDULE `A' PART-IX MISCELLANEOUS ITEMS OF WORK (Note for items 9.01 to 9.04. The contractor shall quote his rate for each of these items separately. The estimated rate is left blank since the same is not prepriced by MES)
M & L for block masonary with soild block pre-cast cement concrete (1:5:8) (20mm graded stone aggregates), exc 10cm in with and setting in cement motar 1:6 as directed.
M & L for applying two coats of antifungal emulsion paint, exterior grade over a coat of primer as per manufactures instructions in camouflage pattern on wall/roof surface including surface preperation complete all as specified and as directed.
S & F in position anodised aluminium powder coated (min 50 micron thickness) door shutter with frame, partly glazed with 5.5mm thick tinted glass and partly panelled with 9mm thick both side decorative prelaminated particle board exterior grade including rubber bead, jointing for cleat for fixing, aluminium door handle 150mm size and tower bolt 200mm size, double action floor spring hydraulically regulated made up of min. 1.25mm thick aluminium alloy sheet foundation box, main body with stainless steel body cover, governing brass pivot, mortice lock verticle type of mild steel 4 levers of size 100mm etc. all as mentioned here in below:- (a) Frame (top & side) section:- 101.60x44.75x2.4mm (section No.14021) (b) Verticle member of shutter section:- 83.50x44.75x2.00mm (section No.19560) (c) Top members of shutter section: 83.50x44.75x2.00mm (section No.19581) (d) Lock rail (middle member) of shutter section: 150.00x44.50x3.00mm (section No.19596) (e) Bottom members of shutter section: 150.00x44.50x33.10mm (section No.19584) (f) Glazing clip for securing glass:- 0.80mm thick (section No.19370)
S & F aluminium frame fixed partition with 12mm thick prelaminated particle board exterior grade, prelaminated one side with decorative choice lamination and other side balancing white lamination for bottom panels and top panels with 6mm thick tinted glass and frame work shall be of panel not less than 0.80mm (section to be used for bottom rail, middle rail and other members shall be of 150x44x3mm, 125x44x3mm and 44x44x3mm respectively) including jointing cleats for fixing, cleats rubber beating and aluminium beading. padding accessories as required complete all specified and directed.
nidhi construction co.
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