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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.6 LAccepted-AOC S NO 279 1 1A PLOT NO 113 KUTWAL COLONY SASTHE WASTI LOHEGAON PUNE 411 047 | PUNE | MAHARASHTRA | 411047 | L1 | Accepted-AOC ACCEPTANCE | |
| 2 | L2₹77.3 L+₹2.7 L (3.58%)Rejected-Finance SHOP NO 48 HOSANNA LAXMI VENKETESWARA LAYOUT 2ND CROSS MARAGONDANAHALLI K R PURAM POST BANGALORE 560036 | BENGALURU URBAN | KARNATAKA | 560036 | L2 | Rejected-Finance L2 | |
| 3 | L3₹77.8 L+₹3.2 L (4.22%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹79.7 L+₹5.1 L (6.80%)Rejected-Finance 18TH FLOOR FL NO 1801 PANCHASHEEL HEIGHT MAHAVEER NAGAR KANDIVALI WEST MUMBAI 400067 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400067 | L4 | Rejected-Finance L4 | |
| 5 | L5₹81.2 L+₹6.6 L (8.84%)Rejected-Finance FLAT NO 4 VIRGINIA CO OP HOUSING SOCIETY AIR PORT ROAD CHICALIM VASCO DA GAMA GOA 403 711 | SOUTH GOA | GOA | 403711 | L5 | Rejected-Finance L5 |
Tender Value
₹88 L
EMD Value
₹1.6 L
Closing Date
12 Oct 2024, 6:00 pmClosed
COL SAIKAT DE CWE NAVY VASCO
CWE NAVY VASCO VASCO DA GAMA GOA 403802
PROVISION OF CIVIL WORKS FOR LOADING UNLOADING INFRASTRUCTURE FOR EXPLOSIVE STORES IN EXPLOSIVE AREA APPROACH ROAD AND HARD STANDING IN JETTY AREA AT NAD (GOA) UNDER GE (P) VASCO
2024_MES_670796_1
85796/E8
Open Tender
Civil Works
Item Rate
270 days
CWE NAVY VASCO
AS PER TENDER DOC
9 documents required · 9 mandatory
₹1,000
GE (P) VASCO
₹1.6 L
Yes
13 Dec 2024
3 Sept 2024
14 Oct 2024
3 Sept 2024
12 Oct 2024
28 Sept 2024
Amount
Sch A Part-I Building(Incl internal services)
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out soft/disintegrated rock complete all as specified and as directed.
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, in soft and disentegrated rock complete all as specified and as directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/disintegrated rock all as specified and as directed.
Excavating in trenches, n exc 1.5 m wide and exc 1.5m and nexc 3.00m in depth; for foundation, etc. pier holes, etc. n exc 10 sq m on plan and exc 1.5 m and nexc 3.00m in depth and getting out in soft/disintegrated rock all as specified and as directed
M&L for Cement concrete (1:4:8) type D2 as in foundations, filling and mass concrete all as specified and as directed.
M&L for RCC M30 Design Mix using (20mm graded stone aggregate) as in foundations footing, plinth beams, bases for columns and basement slab, under reamed piles and mass concrete complete all as specified.
Use & waste of formwork to sides of concrete foundation, footings, bases of columns, and soffit(if any) of foundation and plinth beam, and similar work vertictical or to batter for rough finished flat surface of concrete all as specified.
Returning/filling in layers and ramming in layers using excavated soil/rock incl sprading,levelling,well ramming in layers not less than 25cm thick in soft/disintegrated complete all as specified and directed..
Removing excavated materials (soft/disintegrated rock/soil) exc 1.5 km but n.exc 5 km and depositing where directed complete all as specified and directed
M&L for RCC M30 Design Mix using (20mm graded stone aggregate) as in columns, pillars, posts & struts complete all as specified.
Use & waste of formwork to sides of pilars,posts, struts, piers, columns and stanchions, rough finished square, rectangular or polygonal surfaces of concrete all as specified.
M&L for RCC M30 Design Mix using (20mm graded stone aggregate) as in beam, cantilevers, bressummers, lintels over 1.5m span etc complete all as specified.
Use & waste of formwork to sides and soffit of loor or roof beams, beam haunchings, lintels, etc for rough flat surfaces of concrete complete all as specified and directed.
M&L for TMT bars 10mm dia & over cut to length bent to shape required including cranking bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed
Ditto, but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed
M & L 15 mm thick rendering on fair faces of concrete in CM 1:4 finish the surface even & smooth without using extra cement complete all as specified and directed
M & L for broken stone or boulders hard core, of gauge n exc 63 mm, deposited, spread and levelled in layers n.exc 15cm thick watered and rolled/rammed for a true surface as in plinth protection/under floor as directed by Engr in Charge.
M&L for 100 mm thick cement concrete type, D2 1:4:8 using (40 mm graded aggregate) as sub base of flooring complete all as specified and as directed.
Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed.
M&L for 100 mm thick cement concrete type, C2 1:3:6 using (20 mm graded aggregate) as in plinth protection/path/ hard standing and the like finished the surface even and fair all as specified and as directed by Engr-in-Charge.
M&L for 100mm thick PCC (1:2:4) type B-0 (using 12.5mm graded aggregates) as in flooring finished even and smooth complete all as specified and directed by Engr-in-Charge.
M&L for forming Contraction (Dummy) joints 80mm deep x 10mm wide, filled with sealing compound Grade 'A' complete all as specified and as directed.
M&L for applying Two or more coatsof 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal esistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces. all as specified and directed by Engr-in-charge.
S&F for roof trusses (framed), trussed,purlins, crane gantries, rails and fastenings, MS pipe for post and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc confirming to (Fe- 290 (Gde E- 165) complete all as specified and directed.
S&F for wind ties for roof including securing bolts/screws etc confirming to Fe-290. Gde-E-165 complete all as specified and directed.
M&L for applying two coats of synthetic enamel paint over red oxide priming Surfaces of any description, over 10cm in width or girth,not otherwise described including preparation of new steel surfaces complete all as specified and directed.
M&L for applying two coats of synthetic enamel paint over red oxide priming Surfaces of any description, nexc 10cm in width or girth,not otherwise described including preparation of new steel surfaces complete all as specified and directed.
S&F for pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified
S&F for pre- painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed.
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-charge.
Demolition of Brick work or stone/blocks/boulder masonary, built in CM or cement lime mortar including all quoins, arches,pillars etc, but excluding ashlar facings, dressed stone work& precast concrete articles complete all as specified and as directed.
M&L Pre cast cement concrete block masonary with solid blocks exc 10cm in width and setting in mortar CM 1:6 type C1 1:3:6 using 20mm graded aggregate complete all as specified and directed.
S&F 0.80mm thickness plain, galvanised, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 complete all as specified and directed.
S&F 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed.
S&F 100mm stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof complete all as specified and directed.
S&F for 110 mm bore PVC (SWR) bends any radius complete all as specified and directed.
Sch A Part-II Crane
Supply, installation, testing and commissioning of 2 ton capacity flame proof EOT crane single girder with span 5.7 Mtrs, hoisting height of 6.5 Mtrs approx, electric hoist, buffers, gears with gear boxes, shafts, rope drum, rope sheaves, wire rope, wheels, lifting hook, brakes, motors, limit switches, controll panel, pendent push button station, micro speed arrangements, wiring etc. all as specified below:- (a) Capacity 2 Ton (2000 Kgs) (b) Over load Capacity 25% (c) Cass Duty II Indoor Type (d) Lift 6.5 Mtrs Approx (e) Hoisting Speed 3 Mtrs per Min Approx (f) CT Speed 10 Mtrs per Min Approx (g) LT Speed 10 Mtrs per Min Approx (h) Operation Pendent push button from floor (j) CT Motor 0.5 HP (k) Hoisting Motor 3 HP (l) LT Motor Twin Drive 0.5 HP(2 Nos) (m) Wire rope 8 mm x 4 falls (n) Main Girder NP Beam (o) Load indicator device Digital
(p) Approach ladder made of SS (304) - 02 Nos Location : Magazine AC 01 & AC 02 Note1:- Rate of PVC cable for electric connection for crane shall deemed to be incliuded in the Quoted rate. Note2:- Any other fitting / accessories necessary for satisfactory operation of Flame proof EOT Crane shall necessarily be provided and cost of the same is deemed to be included in quoted rate
S & F Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc (Fe-410-W(GdeE-250) quality A) .(for ladder) complete all as specified and as directed.
Supply, Laying, joining & testing LT XLPE Insulated & sheathed armoured electric cables with stranded aluminium conductor cable 1100 volts grade, laid in trenches/ ducts or fixed to poles/walls or laid under roads/paths/drains/culverts duly encased in galvanised steel pipe of suitable sizes including cable gland of suitable sizes & aluminium lugs for connection for cross- sectional area 25 Sq mm 4 Core complete all as specified and directed.
S & F DWC, HDPE pipe of size 50mm x 38mm (Outer dia-50mm & Inner dia 38mm) orange colour confirming to IS:16205 including bends, sockets and other connected accessories laid in trenches, wall floor, pole for laying of electric cable as required.
Supply ,errection , setting of long travel Gantry rail (ISMB) of size 300mm including welding,levelling,packing materials etc complete all as directed by Engr-in-Charge.
Supply,errection,setting of long tavel square bar of 40mm size including necessay welding,levelling etc complete all as directed by Engr-in-Charge.
M&L for provn of electrogrip safe chemical earthing , electrode made of 17mm dia copper rod, 3 mtr long with connecting strip head with SS fastener, inspection joint box and also connect copper strip with electrode rod and inspection joint box with nut, bolts and GI washers etc . The electrodes will be filled with highly conductive non-corrosive crystalline conductive mixture with connective arrangement for connection of strip/cable etc. The electrode will be installed along with conductive and low resistance powder tested to the resistivity of 0.2 ohms as per IEC 62561-7 read with ASTM G57-06, CI 3.4 connected to copper earth strip by means of nut bolts check nuts and washer of GI or steel including necessary drilling in earth upto 3 mtr in any type of soil for inserting electrode in any type of strata, PCC 1:3:6 type C2 for earth pit of suitable size and earth pit cover with frame including chemical using for such type of earthing complete all as specified and directed.
Sch A Part-III Internal Electrification
M&L for one light point controlled by one switch with 1.5 Sqmm copper cable FRLS multistranded unsheathed drawn in steel conduit minimum 25mm dia concealed in RCC columns or fixed on galvalume steel sheet roof and 1.5 sqmm copper conductor Point cable for earth wire including making connection with common earth and earth dolly complete all as specified and as directed.
M&L for point wiring for 15 amp independant point with 4 Sqmm copper wire & 4 Sqmm copper wire as earth lead Per drawn through & including concealed stove enamelled steel conduit on wall of suitable size complete all as specified and as directed.
Supply and fixing flame proof rotary type with termination box in LM6, 6A, Single pole 250 Volts, ON or OFF Element complete all as specified and directed.
Supply and fixing Flame proof switch socket & plug combined in LM6 cable termination box in LM6, 25A, 250V, Each 8 2P+earth interlocked Switch, Socket & plug complete all as specified and as directed.
Supply and fixing FIAMMA Il flameproof 2x20W LED Tubelight fixture with IP 65 protection etc. complete with all accessories internally pre-wired and including connecting up with twin core twisted flexible copper conductor cable with suitable size complete all as specified and as directed.
Supply and fix MCB, single pole, 6-32 Amp, 240 Volts, 'C' Curve 10KA. complete all as specified and directed.
S&F MCB distribution board, triple pole and neutral, power coated CRCA steel sheet suitable for MCCB incomer upto 160amp, 8 way, 415 volts, degree of protection IP 43-IK-09 with reversible double door, recess mounted, having 250 amp insulated tinned copper bus bar, neutral busbar, earth bar, din bar, detacheable gland plate, interconnection, earthing connection, blanking plates in unused spaces as required.
Supply & fixing MCCB 100 Amps, 415V, 4 Pole, 16 kA braking capacity suitable for VTPN DB complete all as specified and directed.
Material and labour for MS box double door with locking arrangement of suitable size (as per existing size) made Each out of MS CRCA sheet 3mm thick with two coat of synthetic enemaled paint over a coat of red oxide primer for make necessary arrangement for mounting 4 way TPN DB including grouted in wall and making surface good as per existing one complete all as directed.
Supply and fixing aluminium single pointed air termination rod 300mm long 12mm dia fixed with Each fixing arrangements such as MS flat iron isolating materials like ceramic insulator and minimum height of air terminal at the bottom not less than 30cm from the roof as specified complete all as specified and as directed.
Supply and fix in aluminium strip 25 x 3.15 mm with ceramic insulator to isolate strip from building and RM fixing screws etc for roof conductors and down conductors above ground complete all as specified
Supply and fix test point terminal block made out of gun matel or phosphorous bronze of size 75mm Each x 75mm x 25mm thick with arrangement by making of holes suitable with and including Nuts & bolts and washers of 8mm dia for fixing GI strip & PCC testing point size 30 x 30 x 30 cm for earth pit complete all as specified and as directed.
Supply & erect mild steel galvanised medium grade 2 mr long pole 50 mm bore with MS base plate of size 200 x 200 x 5 mm fixed on the roof duly grouted in PCC block 30 cm x 30 cm x30 cm (PCC 1:2:4 type B-1(using 20 mm Eac Jot graded stone aggregate) for fixing air termination rod complete all as specified and directed
M&L for earthing complete with galvanized iron or steel or steel earth plate electrode of size 60cmx60cmx6.3mm thick buried directly in ground, vertically to a depth not less than 2.25 mtr below normal ground level with top edge of earth plate at depth of not less than 1.5 mr below ground level surrounded from all sides with alternate layers of charcoal and common salt and connected to Gl Strip of size 32x6 mm by means of GI bolts, nuts washers & check nuts and Gl pipe light grade 20 mm bore for watering including providing funnel and wire mesh Gl frame and 10 cm thick suitably reinforced RCC pit cover PCC chamber pit with PCC 1:3:6 type C2 using 40mm graded stone aggregates complete including excavation and earth work, disposal of surplus soil to a distance not exceeding 50 mr all as specified and shown in plate No 3 of SSR-2009 Part-1, PCC pit shall be provided at least 50cm away from the earth pit and not just on earth pit complete all as specified and directed.
Supply and fix MCB, triple pole, 40 Amp, 240 V "C" Curve 10 KA complete all as specified and directed.
AURA ENTERPRISES (BID ID -3120155)
K M SUBHANAIAH (BID ID -3129280)
KAJAL CONSTRUCTION (BID ID -3129362)
M/S jvsr constructions (BID ID -3129471)
M/s. P S REDDY (BID ID -3129760)
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