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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.5 LAccepted-AOC 45 38 15 JAGANNADHAPURAM VISAKHAPATNAM 530 016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹35.9 L+₹2.4 L (7.30%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹36.1 L+₹2.6 L (7.78%)Rejected-AOC | L3 | Rejected-AOC Rejected | |
| 4 | L4₹36.8 L+₹3.3 L (9.88%)Rejected-AOC | L4 | Rejected-AOC Rejected | |
| 5 | L5₹37.7 L+₹4.2 L (12.5%)Rejected-AOC DOOR NO 10 89 BC COLONY PAPAYYARAJUPALEM SUJATHANAGAR VISAKHAPATNAM 530 051 | VISAKHAPATANAM | ANDHRA PRADESH | 530051 | L5 | Rejected-AOC Rejected |
Tender Value
₹41 L
EMD Value
₹82,000
Closing Date
2 Oct 2024, 6:00 pmClosed
Garrison Engineer Naval Depot
Garrison Engineer Naval Depot Industrial Estate Post 104 Area Visakhapatnam 530007
PROVISION OF HARD STANDING ALONG WITH SHED AT VARIOUS LOCATIONS AT NAD VISAKHAPATNAM
2024_MES_668900_1
8420/GEND/E8
Open Tender
Civil Works
Item Rate
180 days
Visakhapatnam
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE ND VISAKHAPATNAM
₹82,000
Yes
5 Nov 2024
4 Sept 2024
4 Oct 2024
4 Sept 2024
2 Oct 2024
18 Sept 2024
Amount
Schedule 'A' Part -I (B/R WORKS)
Excavation in foundation trenches n.exc 1.50m wide and n.exc 1.50m in depth and getting out in soft /loose soil complete all as specified and as directed.
Earthwork in excavation in foundation trenches n.exc 1.50m wide and exc 1.50m nexc 3.00m in depth and getting out in soft/loose soil complete all as specified and as directed.
Returning, filling in, including, spreading, leveling, watering and well ramming in layers n.exc 25cm.
Removing excavated material n.exc 50m and depositing where directed at a level n.exc 1.50m above the starting point.
M&L for PCC (1:3:6) type C-2 using 40mm graded machine crushed stone aggregate as in foundation.
M&L for RCC M30 Design mix (20 mm graded aggrgates) foundations, including raftfs, footings , plinth beams, bases for columns etc complete all as specified and as directed
M&L formwork to sides of plinth beams , foundations , bases of columns , rafts and raft beams , sides and soffits(if any ) of foundation and plinth beams, and similar work vertical or to batterand other similar works complete all as specified and as directed.
M&L mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips
All as per Item No here-in-above but 10mm dia bars as in stirrups
M&L for brick work with fly ash old size bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and as directed.
M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces with CM 1:4 finished even and smooth without using extra cement complete all as specified and as directed.
M&L for rendering 15mm thick on fair faces of brick work in CM 1:6 finished even and smooth without using extra cement complete.
Supply only Integral waterproofing compound
M&L for two coat of cement base paint to new surfaces of wall including preparation of surface and priming with alkali resistant complete all as specified and directed.
M&L preparation of new plastered surface and three coats of white wash complete all as specified and as directed
M&L rolled sections as in main and cross beams , hip and jack rafters , purlins where connected to common rafters and running rails and guides for sliding doors fixed with angle cleats or other connecting plates of Fe-290 (Gde-165) complete all as specified and as directed.
M&L plates (plain or chequered ) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment of Fe-290(Gde-165) complete all as specified and as directed
M&L joist, channel , angle or tee sections fixed independently , without connecting plates etc (cut to ordinary lengths i.e within 20 mm of length indicated) of Fe-290 (Gde -165) complete all as specified and as directed.
M&L for GI section channels of thickness 1.25 mm as in purlins of any shape Z section or as described in drawings complete all as specified and as directed.
M&L mild steel bolts of thickness exc 12 mm ad nexc 20 mm pupose made with hexagonal or square head one end and screwed the ther or screwed both ends , each screw end to be fitted with washers and one hexagonal or square nut exc 30 cm long complete all as specified and as directed
S&F pre-painted Galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick as in roof covering including fixing with self driving machine made screws with washers and fitting of same manufacture of approved profile, shape and colour complete all as specified and directed
S&F pre-painted Galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick as in roof covering including fixing with self driving machine made screws with washers and fitting of same manufacture of approved profile, shape and colour complete all as specified and directed
M&L for preparation of new steel surface and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed
M&L for Broken boulder/stone hardcore of guage exc 63mm but n exc. 100 mm, deposited,spread and levelled in layers n exc. 15 cm thick,watered and rolled/ rammed to a true surface complete all as specified and directed.
M&L for PCC 1:4:8 Type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.
M & L for 150mm thick PCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in floors and paving etc complete all as specified and directed
M&L for 75mm thick PCC (1:3:6) type C-2 as in plinth protection finished even and smooth without using extra cement complete all as specified and as directed
Excavation over areas, not exc 1.5m deep and getting out in soft / loose soil complete all specified and directed.
Removing excavated rock exceeding 50 M and not exceeding 100 M and depositing where directed at a level not exceeding 1.5 M above the starting point all as directed.
M&L for Broken boulder/stone hardcore of guage exc 63mm but n exc. 100 mm, deposited,spread and levelled in layers n exc. 15 cm thick,watered and rolled/ rammed to a true surface complete all as specified and directed.
M&L for PCC 1:4:8 Type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.
M & L for 150mm thick PCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in floors and paving including brooming etc complete all as specified and directed
M&L for forming contraction (Dummy) joints 30mm deep and 10mm wide, filled with sealing compound Grade 'A' all as specified and as directed.
Schedule 'A' Part -II: (E/M WORKS)
M & L For Point Wiring complete with 1100 Volts, FRLS Grade, 1.5 Sq.mm, Single Core, PVC Insulated, Unsheathed, Multistranded Copper Conductor Cable, confirming to IS - 694 drawn through PVC Conduit surface type Modular Type Pressed Metal Flush Box made out of 1mm thick GI Sheet of suitable size and including Modular type Base / Grid Frame & Cover Frame for housing Modular Type Switches, Sockets and Regulators etc. concealed in walls, including 1100 Volts, FRLS Grade, 1.5 Sq.mm, Single Core, PVC Insulated, Unsheathed, Multistranded Copper Conductor cable as earth continuity conductor with colour coding and connecting to Earth Dolly for One Light point controlled by One Switch complete all as specified.
S & F Modular switch 1 way 6A, 1 module single pole complete all as specified and directed by Engr-in-charge.
Supply and fixing ceiling rose surface bake lite 65 x 30 mm with 3 terminals complete all as specified and directed by Engr-in-charge.
S & F LED light fittings, 4 feet long of minimum 1800/2000 lumens(18/20 Watt) of cool white/warm white with all accessories internally prewired and connecting up with twin core twisted copper conductor cable of suitable size complete all as specified and as directed by the Engineer-in-Charge.
S & F flood light/Highbay light minimum 7000 Lumens (70 W) new generation LED with high luminous efficacy, IP65 protected, front toughened glass, energy saving with all accessories internally prewired and including connecting up with twin core twisted copper conductor cable of suitable size complete all as specified and as directed by the Engineer-in-Charge.
Supply and fixing of Factory made sheet metal enclosure for DBs (Fixed flush to the wall), SPN, 240 volt, 04 Way, IP-42 protection with 100 Amp rated bus bar and 1.5 Sq. mm copper PVC sheathed cable for earth continuity and suitable for having MCB’s complete all as specified.
Supply and fixing of MCB 32 Amp, 240 Volt, SPN, breaking capacity 10 KA 'C' series, , complete all as specified
Supply and fixing of MCB 6 to 32 Amp, 240 Volt, SP, breaking capacity 10 KA 'C' series, complete all as specified
S & F MCCB 4 Pole, 16 Amps, 50 Hz, 16KA, 415 Volts with all necessary aluminium lugs and glands, etc complete all as directed
Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 10.0 sq mm 2 core, complete all as specified and directed.
Excavation in trenches not exc.1.5m wide and not exceeding 1.5m in depth and getting out in hard/dense soil for laying of cable complete all as specified.
Returning, filling in, including spreading, levelling, watering and well ramming in layer not exceeding 25 cm thick complete all as specified
Removing excavated surplus soils meterial not exc.50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified.
Material and labour for natural river sand as cushioning of cables, including spreading and punning down complete all as specified and directed by Engineer in charge. Note : punned thickness shall be measured for payment purpose
Supply and laying in trenches bricks common burnt clay building brick , sub class B designation 75 complete all as specified & directed
Supply and laying GI tubing light grade 40mm in trenches complete all as specified & directed by Engr in charge
M & L for Earthing complete with galvanised steel earth plate electrode 60×60cm× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion complete all as specified and directed.
Supply & fix in repair aluminium strip 25 mm x 3 mm Complete with saddles and fixing screws for Fitting the strip.
supply and fix in repair test point terminal box of size 200 x 100 x 100 mm made out of 2 mm thick hot dip galvanised sheet drilled and screwed including 6 Nos 15 mm long hexagonal head screws complete with test point terminal block made out of Gun metal or Phosphorus Bronze size 75 x 75 x 25 mm drilled and screwed including 3 Nos 8 mm dia 25 mm long hexagonal head screws,with frequient opening/closing arrangement etc complete all as specified and directed.
M&L Earthing complete with GI plate electrode 600x600x6mm thick, buried directly and preferably vertically in ground (earth pit not less than 2.25 mtr deep below ground level) with top edge of the plate not less than 1.5 mtr below normal ground level, connected with GI earth strip of 25X4 mm by means of bolts, nuts, check nuts and washers of GI or steel all as shown in electrical plate No 3, connected to earthing with DBs all as specified including earth work and excavation in any type of soil, PCC 1:3:6 type C1 chamber,CI frame with CI 10mm thick cover, 20mm dia GI medium grade pipe for watering , and water funnel with wirw mesh, 40mm dia light grade GI pipe for protection of strip complete all as specified and testing on completion.
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