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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹3.8 L (2.13%)Admitted-Finance | ₹1.8 Cr+₹3.8 L (2.13%) | L2 | Admitted-Finance |
| 3 | L3₹1.9 Cr+₹8.8 L (4.97%)Admitted-Finance | ₹1.9 Cr+₹8.8 L (4.97%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Maruti Abhiyantriki L1 | Shri Murjibhai Construction Company L3 | SHRI MURJIBHAI INFRASTRUCTURE L2 |
|---|---|---|---|---|---|---|
| 1.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in -charge. | 35.31 | Sqm | 2,500 ₹88,275 | 2,250 ₹79,447.5 | 2,230 ₹78,741.3 Lowest |
| 2.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.within a lead of 500 mtr. cost of supply of all labours, tools & plants, scaffolding and all other charges etc. complete.(RCC Work) | 51.39 | Cum | 2,800 ₹1,43,892 Lowest | 3,200 ₹1,64,448 | 3,250 ₹1,67,017.5 |
| 3.00 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | 389.98 | Sqm | 600 ₹2,33,988 Lowest | 1,000 ₹3,89,980 | 1,050 ₹4,09,479 |
| 4.10 | Buy backBuy back of Dismentaling of RCC debridge | 51.39 | Cum | 150 ₹-7,708.5 | 95 ₹-4,882.05 | 85 ₹-4,368.15 Lowest |
| 4.20 | Taking away the scrap reinforcement from dismantalled R.C.C structure elements from the site by contractor after stacking the serviceable materials as proper & as directed at site and disposal of unserviceable materials within a lead of 500 mt including the cost of all labours, lift& lead,loading & unloading,transpotation, tools & plants and all other charges etc. complete. | 2,055.68 | Kg | 10 ₹-20,556.8 Lowest | 16 ₹-32,890.88 | 17 ₹-34,946.56 |
| 5.00 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge | 258.74 | Cum | 2,300 ₹5,95,102 | 2,300 ₹5,95,102 | 2,240 ₹5,79,577.6 Lowest |
| 6.00 | Taking away the Scrap stone masonary walls from dismantalled stone masonry wallsstructure elements from the site by contractor after stacking the serviceable materials as proper & as directed at site and disposal of unserviceable materials within a lead of 500 mt including the cost of all labours,lift& lead ,loading& unloading, transpotation,tools & plants and all other charges etc. complete. | 258.74 | Cum | 45 ₹-11,643.3 | 55 ₹-14,230.7 | 40 ₹-10,349.6 Lowest |
| 7.00Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : | ||||||
| 7.10 | Door shutter (Size 0.90x2.10) | 24 | Nos | 1,000 ₹24,000 | 500 ₹12,000 | 350 ₹8,400 Lowest |
| 7.20 | Window (Size 0.90x1.20) | 22 | Nos | 1,000 ₹22,000 | 500 ₹11,000 | 350 ₹7,700 Lowest |
Tender Value
Refer Docs
EMD Value
₹3.6 L
Closing Date
3 Feb 2022, 4:00 pmClosed
Deputy Director General VTS Gandhidham
Plot no 17 sector 8 Gandhidham
Renovation of I.Q. and ALK (Twin Unit) Quarter at Pirotan Island Lighthouse Station.
2022_DGLL_668024_1
NIT/DDG/2021-22/11
Open Tender
Civil Works
Works
365 days
Pirotan Island Lighthouse
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹3.6 L
Deep Bhavan Gandhidham
9 Feb 2022
12 Jan 2022
4 Feb 2022
12 Jan 2022
3 Feb 2022
12 Jan 2022
31 Jan 2022
Amount
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in -charge.
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.within a lead of 500 mtr. cost of supply of all labours, tools & plants, scaffolding and all other charges etc. complete.(RCC Work)
Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge.
Buy backBuy back of Dismentaling of RCC debridge
Taking away the scrap reinforcement from dismantalled R.C.C structure elements from the site by contractor after stacking the serviceable materials as proper & as directed at site and disposal of unserviceable materials within a lead of 500 mt including the cost of all labours, lift& lead,loading & unloading,transpotation, tools & plants and all other charges etc. complete.
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge
Taking away the Scrap stone masonary walls from dismantalled stone masonry wallsstructure elements from the site by contractor after stacking the serviceable materials as proper & as directed at site and disposal of unserviceable materials within a lead of 500 mt including the cost of all labours,lift& lead ,loading& unloading, transpotation,tools & plants and all other charges etc. complete.
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
Door shutter (Size 0.90x2.10)
Window (Size 0.90x1.20)
Ventilator (Size 0.60x1.20)
Cupbord (Size 1.00x2.10)
Window (Size 1.50x1.20)
Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead :
Repairing of wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood
Door Frame (Size 0.90x2.10)
Window Frame(Size 0.90x1.20)
Cupbord Frame (Size 1.00 x 2.10)
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood
Repairing of door and window shutter as per required size as directed fitted with brass screws including removing damaged fitting and dissposing of unserviceable materials from the site including the supply of all materials, labours, tools& plants and all other charges etc. complete.
Door shutter (Size 0.90x2.10)
Window shutter (Size 0.90x1.20)
Cupbord shutter (Size 1.00 x 2.10)
By back of Door/Window/Cup bord /Ventilator
Door shutter with frame (Size 0.90x2.10)(24 No.-6.00 No. Repairble =18No.)
Window Shutter with frame (Size 0.90x1.20)(22 No.-6.00 No. Repairble =16No.)
Ventilator with frame (Size 0.60x1.20)
Cupbord shutter with frame (Size 1.00x1.20)(6 No.-2.00 No. Repairble =4.00No.)
Window shutter with frame (Size 1.50x1.20 )
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard woodand well matched teak 3 ply veneering with vertical grains or cross bands and faceveneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
Providing and fixing 25 mm thick shutters for cup board etc-Second class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws
Providing and fixing 25 mm thick shutters for Window etc-Glazed shutters : Second class teak wood including ISI marked anodized aluminium butt hinges with necessary screws
Providing and fixing factory made Kitchen Cabinet Shutter/Partition 20 mm nominal thickness of approved shade, quality and make, made from rigid foam sheets (Single extruded) having density 600 Kg/cum and laminated on both side by laminate Sheet/PVC foil lamination. The exposed edges shall be sealed with PVC edge beading of same shade and colour. The shutter shall be fire retardent having necessary screw holding capacity. Shutter shall be fixed to frame using approved hinges with necessary stainless steel screws, all complete as per direction of Engineer-in-charge.
Providing and fixing M.S. grills of required pattern in frames of windows etc.with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.
Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete.With 2nd class teak wood beading 62X19 mm
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kind of soil
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) under foundation
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)as directed including cost of supply of all labours, materials, tools & plants, and all other charges etc. complete.In foundation
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, Grade beam/slab bases of columns, etc. for mass concrete
Providing and laying R.C.C. 1:1½:3 (1Cement: 1½ River sand: 3 stone aggregate of 20 mm nominal size) for R.C.C. work of building upto floor 2 level including batching, mixing, laying, compacting ,cost of centering, shuttering, finishing to the exposed faces with10 mm thick plaster in C.M 1:3 (1Cement: 3 River sand) cost of supply of all materials, labours, tools & plants, curing & all other charges etc. complete-Up to P.L
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more with priming
Thermo-Mechanically Treated bars of grade Fe-500D or more
Supplying, filling, spreading & leveling stone boulders of size range 50mm to 20mm, in recharge pit, in the required thickness of 200mm, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer - in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Eng.-in-charge.
Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) as directed including cost of supply of all labours, materials, tools & plants, and all other charges etc. complete.
Brick work with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 in superstructure above P.L up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4sand) as directed including cost of supply of all labours,materials, tools & plants,scaffolding and all other charges etc. complete. In Super Structure
Centering and shuttering including strutting, propping etc. and removal of form for
Lintel,Sill and Chhajaa bressumers and cantilevers
Roof slab-Suspended floors, roofs, landings, balconies and access platform
Providing and laying R.C.C. 1:1½:3 (1Cement: 1½ River sand: 3 stone aggregate of 20 mm nominal size) for R.C.C. work of building upto floor 2 level including batching, mixing, laying, compacting ,cost of centering, shuttering, finishing to the exposed faces with10 mm thick plaster in C.M 1:3 (1Cement: 3 River sand) cost of supply of all materials, labours, tools & plants, curing & all other charges etc. complete..All works above plinth level upto floor V level
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete .including cost of supply of all materials, labours, tools & plants and all other charges etc. complete with priming above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge.
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including finishing with with a floating coat of neat cement slurry for plastering and fixing ( inner and external side) hexagonal GI chiken wire mesh of 24 gauge required size with nails /cement at junction of concrete and brick work or between different matrrials etc. including scaffolding at all floors/all levels/at all height/all shapes etc complete as per specification and direction of Engineer-in-charge.
12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement: 3 fine sand)
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. No extra payment pay for architectural design. Size of Tile 600x600 mm
Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete with white cement and matching pigments etc., complete.
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineerin- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels..Granite of any colour and shade area of slab over 0.50 sqm
Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.. -Granite work
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab,including rubbing and polishing complete with base of cement mortar 1 : 4 (1cement : 4 coarse sand) :
Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm,Grading roof for water proofing treatment with Cement concrete 1:2:4 thick 62mm(Average)(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
Applying cement slurry mixed with water proofing cement compound consisting of applying: after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm
Grading roof for water proofing treatment with Cement concrete 1:2:4 thick 62mm(Average)(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. New work (two or more coats) over and including water thinnable priming coat with cement primer.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.
Constructing brick masonry road gully chamber
Constructing brick masonry road gully chamber 45x45x77.5/30x30x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight ofcover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Construction of Septic Tank as per drawing and as directed including curing, cost of supply of all materials, labours, tools & plants and all other charges etc. complete.
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.
15 mm nominal outer dia Pipes
25 mm nominal outer dia Pipes
32 mm nominal outer dia Pipes
40 mm nominal outer dia Pipes
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Supplying & fixing following items of Plumbing Items as directed and cost of supply of all materials, labours, tools & plants and all other charges etc. complete
15mm thick CP pillar/Sink Cock(APR-ESS-101347 wall mounted with flange)
15mm Brass Bib cock (APR-ESS-101037 Bib cock with Flange)
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :100 mm diameter
Providing and fixing C.P. brass angle valve for basin mixer and geyser points ofapproved quality conforming to IS:8931 -15mm nominal bore
15mm Angle valve (MQT-526-ESS- Basin inlet connection- Concealed with wall flange)
Providing and fixing brass stop cock of approved quality :
Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore/20mm Brass wheel valve (Jaquar-ESS)
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)/20mm Brass wheel valve (Jaquar-ESS)
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)/32mm Brass wheel valve (Jaquar-ESS)
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)/40mm Brass wheel valve (Jaquar-ESS)
Providing and fixing ball valve (brass) of approved quality,High or low pressure, with plastic floats complete :(25mm Jaquar-ESS)
Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Eng. -in-charge.
Providing and fixing 100 mm sand cast Iron grating for gully trap.
Tumbler Holder/Soap dish holder
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
Providing lead caulked joints to sand cast iron sewage pipes and fittings:150mm dia Pipe
Providing and laying PVC Pipe(75mm to110mm)
110mm Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
Providing and fixing on wall face unplasticised Rigid PVC WC Outlet pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
Providing and fixing soil, waste and vent pipes : 100 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 225 mm
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillartaps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements. Weighing not less than 106 gms.
Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.
Supplying & fixing CI Manhole cover of approved size & make with all nessassary fittings of approved quality fixed as directed, Supply of all materials, labours, tools & plants and all other charges etc. complete.
Supplying and fixing C.I. cover 300x300/450*450 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg
455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg
Rent Charges for open plot for dumping and staking of all the construction material at Jamnagar Bedi port @ Rs. 47.947/10 Sqmt per month or part of thereof. (30mtrx30mtr plot area = 900Sqmtr x 08 months = 7200Sqmtr). Therefore, 7200Sqm X 4.79 = Rs. 34522/-. (As per notification no. GMB/T/SOPC/12(25)/2019/262.) The rate is a package rate from start till completion of the work.
Hire charges of self Propelled Barge (According to the Gujarat Maritme Board ,With the sancton of Government of Gujarat (GMB)Revised Charges, vide Ports & Transport department memeorandum no. EOP-102008-G, 813-GH-I Dated 19-02-2009, hereby direct that with effect from 01-01-2008,the fees & charges specified in Schedule-I(The Govt of Gujarat Gazette Extraordinary Published by Authority Notification ,Dated 5-3-2009 Attached) from Bedi port to Pirotan Island for the transportation of men & materials, embarkation & disembarkation of the Barge at Pirotan island for the work including 700MT (Average) Of Barge Will be loaded at bedi port and unloaded at Pirotan Island, unloading from Barge to shifting & loading in small boat at Pirotan Island Mid Sea and unloading from small boat to Sea shore and shifting by head load at Pirotan Island base camp in the high Tide By Crane, Boat and Labour/Day including gunny/polythene bag, filling material (sand/aggregate). sticthing charges, cartoon/box charges, packing charges, stevidoring charges, cost of storing accessories such as tarpolin, etc. all related to permission of boat and barge charges.. More then 500 tones and up to 700Tons. Total material weight 2100MT. Approximately 500-700MT/Per Barge. The package rates including transportation, loading, unloading using small craft etc. from Bedi port to work site from start till completion of the work. (2100 X 2716.72/per MT = 5705100/-)
. Hire charges for mechanized boat of 10MT Capacity for officers /J.E Civil supervision purpose including crew member, Safety Guard, Diesel for to & fro all other charges from Bedi Port Jetty to Pirotan Island Sea shore Per day In The High Tide By Boat (The boat has to be made available as per Tidal condition and in The Favorable reach the site) Time period of work is 8 months (8x2 trips=16 Trip).
Supply of potable water for Civil work and drinking purpose including cost of matrials,Transporation by Boat from Bedi Port jety to Pirotan(island) sea shore and by head load to Lighthouse premises, Filling the water in barrer, loading in boat at bedi port jety. The package rate includes the complete consumption of water from start till completion of the work.
SHRI MURJIBHAI INFRASTRUCTURE
Shri Murjibhai Construction Company
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