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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAccepted-AOC | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹14.3 L+₹94,107.23 (7.05%)Rejected-Finance | L2 | Rejected-Finance NOT BEING L1 | |
| 3 | L3₹14.5 L+₹1.1 L (8.44%)Rejected-Finance C2 PAIXOMONTIRO APTS BEHIND NSD ALTO DABOLIM VASCO DA GAMA GOA 403 801 | SOUTH GOA | GOA | 403801 | L3 | Rejected-Finance NOT BEING L1 | |
| 4 | L4₹14.9 L+₹1.5 L (11.4%)Rejected-Finance | L4 | Rejected-Finance NOT BEING L1 | |
| 5 | L5₹16.8 L+₹3.5 L (26.0%)Rejected-Finance T 3 HILL CREST APARTMENT BEHIND AMBABAI TEMPLE VASCO DA GAMA GOA 403 802 | VASCO DA GAMA | SOUTH GOA | GOA | 403802 | L5 | Rejected-Finance NOT BEING L1 |
Tender Value
₹14.3 L
EMD Value
₹28,700
Closing Date
25 Apr 2023, 6:00 pmClosed
Garrison Engineer (I) (CG) Goa
Military Engineer Service, GE (I) (CG) Goa
PROVN OF SHUTTER AND COVERING FOR CASU WORKSHOP AND COVERING TERRACE BEHIND BLDG NO P 380 AND VITRIFIED FLOORING AND FALSE CEILING CASU OFFICE AT MANGOOR HILL AND COVERING TERRACE AREA AT BLDG NO P 45 AND GAZEO NEAR PARK OF TYP V MD ACCN CHICOLNA AND
2023_MES_581775_2
8357
Open Tender
Miscellaneous Works
Item Rate
180 days
Military Engineer Service, GE (I) (CG) Goa
Please refer Tender documents
8 documents required · 8 mandatory
₹500
GE (I) (CG) Goa
₹28,700
Yes
15 May 2023
30 Mar 2023
28 Apr 2023
30 Mar 2023
25 Apr 2023
7 Apr 2023
30 Mar 2023 - 4 Apr 2023
Amount
SCH A PART -I : PROVN OF SHUTTER AND COVERING FOR CASU (GOA ) WORK SHOP AT CGRA MANGOOR HILL Excavation over areas, n.exc 1.5m deep and getting out in soft/disintegrated rock complete all as specified and directed.
M & L Plain cement concrete in foundations, filling and mass concerte type D2, 1:4:8 (using 40mm graded stone aggregate) complete all as specified and directed
M & L Plain cement concerte in foundations, filling and mass concerte type B2 1:2:4 (using 40mm graded stone aggregate) complete all as specified and directed
M & L Compound girders and stanchions, lattice girders, aerial masts, staging for water tanks and the like including caps, bases, spices etc. built up from two or more beam or channel sections or angles with plates, including all lattice bars, stiffeners, gusset plates, etc (RHS 145X82X4.8) mm of Fe 410W (Gde E- 250 Quality B complete all as specified and directed. Total Quantity:- 143.28(Sch A Part-I)+150.00(Sch A Part-II) 400.00(Sch A Part-IV + 200.00(Sch A Part-VI) = 893.28 KG
M & L 6mm/10mm thick plates (plain or chequered) channels, square cut ot notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment etc of Fe -410W (Gde E 250) Quality B complete all as specified and directed. Total Quantity:- 181.44 (Sch A Part-I)+ 70.65(Sch A Part-VI) = 252.09 Kg
M & L Pre-cast cement concrete block masonry with solid block exc 10cm in width in 1.3.6 type C-1. using (using 20mm graded stone aggregates) built in cement mortar 1:6 complete all as specified and directed. Total Quantity:- 1.30 (Sch A Part-I)+ 1.90(Sch A Part-VI) = 3.20 Cum
M & L rendering 10mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 to be finished even and smooth (without using extra cement).complete all as specified and directed. Total Quantity:- 5.00(Sch A Part-I)+7.00(Sch A Part-VI) = 12.00 Sqm
M & L Rendering (10mm+5mm) thick fair faces of brick work on concrete surfaces in cement mortar 1:4 in two layers 10mm thick backing coat in Cement mortar 1:4 and 5mm thick finishing coat in Cement mortar 1:4 complete all as specified and directed.
M & L preparing new plaster surfaces of wall of any description and apply two coats of oil bound dismeter over a coat of 3mm thick wall care putty complete all as specified and directed.
S & F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specfied and directed. Total Quantity:- 40.00(Sch A Part-I)+ 90.00+70.00(Sch A Part-II)+ 37.00(Sch A Part- VI) = 237.00 Sqm
S & F Framed work such such as grills, gratings, etc..with ends of bars shouldered and/ or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe.290.Gde-E-165. complete all as specified and directed.
S & F Steel windows with side hung shutters including projecting type hinges with steel handles and peg stay, complete with glazing bars, dovetailed or welded/ screws etc. complete all as specified and directed.
S & F Sheet glass, ordinary quality and glazing with oil putty in square n exc 0.50 Sqm in each pane of (3mm thick) etc complete all as specified and directed.
M & L applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Dept 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 complete all as specified and directed. Total Quantity :- 5.00(Sch A Part I)+ 7.00(Sch A Part -VI) = 12.00 Sqm.
S & F Gear operated type steel rolling shutters, (laths thickness 1.25mm) with out ball bearing, as specified including top cover, anchoring rod. Hasp and staple with beral gear box and crank handle and one shop coat of primer, erected in position as indicated complete all as specified and directed.
Preparation of new steel surface of any desciption over 10cm girth & width, not otherwise described and applying two coat of synthetic enamel paint over a coat of zinc chrome red oxide primer on external surfaces of steel complete all as specified & directed. Total Quantity:- 35.00(Sch A Part-I)+35.00( Sch A Part-II)+70.00(Sch A Part-IV) + 35.00(Sch A Part V)+123.74(Sch A Part-VI) = 298.74 Sqm
S & F 3mm fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach and tapping screw and washer in roof, wall etc. compete all as specified and directed.
M & L preparing of old surfaces of wall of any description after complete removal of existing treatment and washing, rubbing down and stopping of distempered and painted surfaces and apply two coats of oil bound dismeter including priming plastered and other surfaces with alkali resistance priming paint over a coat of 3mm thick wall care putty complete all as specified and directed.
M & L preparing of old surfaces of wall of any description after complete removal of existing treatment and washing, rubbing down and stopping of distempered and painted surfaces over priming plastered and other surfaces with alkaliresistant priming paint and applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed.
M & L Safety lever locks mild steel with 4 leavers for rolling shutters complete all as specified and directed.
M & L ball bearing for rolling shutters complete all as specified and directed.
SCH A PART-II: PROVN OF COVERING TERRACE BEHIND BLDG NO P380 AT MANGOOR HILL S & F Mild steel screw bolts(machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 5cm but n exc 10cm long & diameter of neck 16 to 20mm complete all as specified & directed Total Quantity :- 12.00(Sch A Part II)+ 18.00(Sch A Part -IV)+15.00(Sch A Part-VI)= 45.00 Kg
S & F Plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases, splices, angle brackets, cleats and other connections GDE Fe410- W or Fe 250, quality B complete all as specifed and directed. Total Quantity :- 10.00(Sch A Part II)+18.00(Sch A Part -IV) = 28.00 Kg
S & F Rolled mild steel sections as in main & cross beams, hip & jack rafters; purlins where connected to common rafters & running rails & guides for sliding doors; fixed with angle cleats or other connecting plates GDE Fe410-W or Fe 250 grade, quality B complete all as specified and directed. Total Quantity :- 480.00(Sch A Part II)+360.00(Sch A Part -IV)+ 92.34(Sch A Part V) = 932.34 Kg
S & F Fiber Glass Reinforced plastic (FRP) Door Frames of cross section 90mm x 45mm having single rebate of 32mm x 15mm to receive shutter of 30mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame, complete as specified by the manufacturer and as per directions of Engineer-in-charge complete all as specified and directed. Total Quantity :- 5.10(Sch A Part II)+ 10.20(Sch A Part -IV) = 15.30 RM
S & F Existing door frames 30mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames complete as specified by the manufacturer and as per directions of Engineer- in-charge complete all as specified and directed. Total Quantity :- 2.10 (Sch A Part II)+ 4.00(Sch A Part -IV) = 6.10 Sqm
M & L 18mm thick Prelaminated particle board, interior grade, prelaminated both sides with decorative choice laminations and fixed with screwa to timber frame work complete all as specified and directed.
S & F 2nd class hardwood plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered put together with glue pinned at joints complete all as specified and directed.
S & F 30mm thick 2nd class hardwood plain, panelled shutters (any number of panels) with panels of timber flat on both sides (feather edged) or of veneered particle board medium density, wood particle board with commercial face veeners complete all as specified and directed.
S & F aluminium powder coated barrel tower bolt of extruded section 150mm long complete all as specified and directed. Total Quantity :- 12.00(Sch A Part II)+ 4.00(Sch A Part -IV)= 16.00 Each
S & F extruded aluminium alloy, anodised fabricated type handle, powder coated 150mm long complete all as specified and directed. Total Quantity :- 12.00(Sch A Part II)+ 4.00(Sch A Part -IV) = 16.00 Each
S & F 100mm long ,butt hinges,extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed,type B-21 complete all as specified and directed. Total Quantity :- 18.00(Sch A Part II)+ 6.00(Sch A Part -IV) = 24.00 Each
SCH A PART -III: PROVN OF VITRIFIED FLOORING AND FALSE CEILING FOR CASU OFFICE AT MANGOOR HILL M & L 600mm x 600mm x 10mm thick coloured vitrified tiles in floors set & jointed in neat cement slurry and pointed in white /coloured cement to match the colour of tiles laid over and including 15mm thick screed bed in cement mortar 1:6 complete all as specified and directed. Total Quantity :- 61.50(Sch A Part III)+ 12.00(Sch A Part -VI) = 73.50 Sqm
M & L false ceiling works with Gypsum Board of 12 mm thick in ceiling of size 605x 605mm fixed with screw as per manufacturers instructions with including aluminium snap grid false ceiling frame work of angle 25x25x2mm. Main TEE 38x25x1.5mm and cross TEE 25x25x1.4mm and size of grid 605x605 mm including with providing of necessary hangers 6 mm dia GI (upto 1200 mm length)adjusting level fixed to roof slabs by means of ceiling cleats made out of GI flat 40x3mm size 60 mm long and expansion hold fasteners 12.50mm dia, 40 mm long complete all as specified and directed.
M & L Applying two coats of synthetic enamel paint over a coat of primer on gypsum board surface complete all as specified and directed.
M & L Plan cement concrete Type B0,1:2:4(using 12.5mm graded stone aggregate) average thickness 25mm as levelling course) complete all as specifed and directed.
SCH A PART -IV: PROVN OF COVERING TERRACE BEHIND BLDG NO P 45 AT MANGOOR HILL M & L Rotational moulded polyethylene water storage tanks of 1000 Lts capacity (cylindrical vertical with closed top) (minimum 3 layers) hoisted and fixed in position complete all as specified and directed.
SCH A PART -V: PROVN OF CHAIN LINK FENCING FOR TRANSFORMER AT TRV AREA CHICOLNA Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground/natural ground complete all as specifed and directed.
Excavating in post holes or similar holes) each n exc 0.50 cum, getting out, in soft / disintegrated rock & removing exavated material away from site complete all as specifed and directed. [Note: Returning filling by PCC shall be measured and paid separately under Item No. 40.00] Total Quantity :- 6.00(Sch A Part V) +6.00(Sch A Part -VI) = 12.00 Nos
M & L Providing Plain cement concrete type C1 1:3:6 using 20mm graded stone aggregate as in post holes complete alll as specifed and directed. Total Quantity :- 0.73(Sch A Part V) + 1.93(Sch A Part -VI) = 2.66 Cum
Dismantling expanded metal, any thickness or mesh, fixed in fencing with steel materials or wood fillets exc. 4 kg, if any complete all as specified and directed.
S & F hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 410-0 or Fe 310-0 complete all as specifed and directed. Total Quantity :- 160.00(Sch A Part V) + 39.65(Sch A Part -VI) = 199.65 Kg
S & F TMT bars 10mm dia and over cut to length bent to shape required including bending hooking, binding with MS wire not less than 0.9mm dia (annelled) complete all as specified and directed. Total Quantity :- 140.00+ 200.00 = 340.00 KG
Supply only chain link Mild steel Galvanised fencing any size or type complete all as specified and directed.
Fixing only chain link fencing of GI wire 4mm dia in mesh of size 100mm x 100mm including line wires and fixed complete to the fencing posts complete all as specified and directed.
Preparation of old or previously untreated steel surfaces & apply one coat of synthetic enamel paint over one coat of red oxide primer surfaces of any description, over 10cm in width or girth, not other wise description complete all as specified and directed.
M & L Precast reinforcement cement concrete 1:2:4 type B1 using 20mm graded stone aggregate for cover slab for Man holes/Septic tank set in Cement metarial 1:4 complete all as specifed and directed.
Surface excavation n.exc. 30cm deep and averaging 15cm deep and getting out in soft / loose soil complete all as specified and directed.
M & L Sand filling under floors or in foundation including watering and consolidation in layer complete all as specified and directed.
M & L 100mm thick Plain cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as Sub base complete all as specified and directed. Total Quantity :- 20.00(Sch A Part V)+ 13.50(Sch A Part -VI) = 33.50 Sqm
Supply & Laying of 80mm thickness machine pressed precast concrete interlocking paver block any shape & size confirming to IS 15658-2006 of M-35 grade with grey cement and pigment etc laid with 100mm thick Plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregates as sub base complete all as specified and directed.
M & L providing, plan cement concrete in roof kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, including kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating. complete all as specified and directed
SCH A PART-VI: PROVN OF GAZIBO NEAR PARK OF TYPE V MD ACCN M & L Steel work with 75x50mm tubular trusses including speical shapped washer etc complete using ERW or induction but welded tubes conforming to IS 1161 - 1979 grade st-240 complete all as specifed and directed.
S & F 0.50 mm thick Galvalume sheet having tensile strangle of 550 MPA precoated coloured plain sheet as in ridge suitable for profile pattern sheet fixed with self driving screws including dismantling existing damaged AC sheet ridge / hip for corrugated or semi complete all as specified and directed.
Removing excavated soil n exc.50m & depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
Excavation over area n. exc 1.5 m deep and getting in soft/ loose soil complete all as specified and directed.
M & L Moorum/red bajri filling in floors or pavings laid in layers not exc 15 cm thick spread levelled and compacted with mechanical earth compactor including watering complete all as specified and directed.
SCH A PART-VII: PROVN OF KOTA STONE FLOORING TO WORK SHOP BLDG AT CGRA MANGOOR HILL Demolition cement concrete in ground floors and pavings n exc 15cm thickness(below or above ground level) complete all as specifed and directed.
M & L 75mm thick Plain cement concrete type C-2, 1:3:6(using 40mm graded stone aggregates) complete all as specified and directed.
M & L machine cut kota stone slab flooring 20-25mm thick over cement screed bade laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing including 20mm thick screed bed or bedding layer of cement mortar 1:6 for laying floor finishes as per specifications complete all as specified and directed.
M/S Kartik Enterprises
M/S P S BABU
Tiwarinassociates
U k Enterprises
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