Bridge Ropeway Tunnel And Other Infrastructure Development Corporation Of Uttarakhand Limited Tender
View complete overview of Uttarakhand BRIDCUL Tender
Bridge Ropeway Tunnel And Other Infrastructure Development Corporation Of Uttarakhand Limited - BRIDCUL Tender
Civil And Construction
Building Construction
Eprocure
Opening Date22 Aug 2024
Closing Date1 Oct 2024
Tender AmountRefer Documents
Costs
EMD
₹ 13,42,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BRID3_74907_1Tender No
1403/BRIDCUL/943/24 Dated 16.08.2024Tender Authority
Bridge Ropeway Tunnel And Other Infrastructure Development Corporation Of Uttarakhand Limited ViewPurchaser Address
-Website
http://uktenders.gov.in
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Documents
BOQ Items
Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm in depth ,consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m .
768.06
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
67.41
-
-
Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand:08graded brick aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth level
154.14
-
-
Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement :3 coarsesand : 6graded stoneaggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth
217.17
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: 5.33A Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level Concrete of M30 grade
420.39
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following
grades of concrete.: 5.33A Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor( VII) level Concrete of M30 grade
637.33
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-
Add for using extra cement in the items of design mix over and above the specified cement content therein
370.2
-
-
Centering shuttering including strutting, propping etc. and removal of form work
-
-
-
FOUNDATION UP TO PLINTH
772.23
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-
COL SUPER STRUCTURE
1839.88
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-
Roof Beam
1920.96
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-
Slab
1788.72
-
-
Staircase
400.89
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-
Lintel+sunshade
450.91
-
-
Reinforcement for R.C.C work including straighting,cutting,bending ,placing in position and bending all complete Thermo-Mechanically Treated bars.
137396
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-
230 th Brick work with brick of class designation 75 in foundation & plinth in cement mortar 1:6
72.66
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-
Brick work with F.P.S bricks of class 75 in super structure above structure above plinth level up to floor five level in all shapes and sizes in cement mortar 1:6 (1 cement : 6 coarse sand )
435.53
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-
Half brick masonry with F.P.S bricks of class designation 75 in superstructure above plinth level up to floor five level in cement mortar 1:4 ( 1 cement : 4 coarse sand)
764.28
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-
Extra for providing and placing in position 2 Nos. 6mm dia. M.S.bars at every third course of half brick masonry (with F.P.S.bricks).
764.28
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-
Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
4613.81
-
-
Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
3843.9
-
-
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
-
-
-
30 mm thick including ISI marked Stainless Steel butt hinges
with necessary screws
176.52
-
-
30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge.
75.6
-
-
Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows Second class teak wood with hinges and necessary screws
163.8
-
-
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 steel windows by welding
4714.81
-
-
Providing & fixing of wire mesh (mosquito jalli) with labour & material comlete
-
-
-
With 12 mm mild steel U beading.
217.56
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-
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with
-
-
-
5.5 mm thick glass panes
244.16
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-
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
2682.75
-
-
Providing and fixing cup board shutters with 25 mm thick veneered particle board IS : 3097 marked, exterior grade (Grade I), of approved make, including IInd class teak wood liping of 25 mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of Engineer-in-Charge
105.84
-
-
Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 min Fire Rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/m²) duly filled mineral wool insulation having density min 96 kg/ m³ and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc all complete as per direction of Engineer-in-charge (panelling to be paid for seperately)
5.04
-
-
Providing and fixing chromium plated brass handles with necessary screws etc. complete:
230
-
-
Providing and fixing aluminium sliding door bolts, ISI marked anodised(anodic coating not less than grade AC 10 as per IS : 1868),transparent or dyed to required colour or shade, with nuts and screws etc. complete :300x16 mm
115
-
-
Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complet e 100x10 mm
230
-
-
Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.
115
-
-
Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms.
115
-
-
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. Size of Tile 600x600 mm
880.83
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-
Providing and laying Vitrified 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 brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement basedhigh polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600x600 mm
177.8
-
-
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pigment etc.,
complete
268.37
-
-
P/F 1st quality ceramic glazed wall tiles conforming to IS : 15622 of approved make in colours , shades except burgandy , bottel green , black of any sizes as approved by Engineer -in -Charge in skirting , risers of steps and dados over 12 mm thick bed of cement mortar 1:3 and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
957.39
-
-
Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :Udaipur green marble
129.23
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-
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 (1 cement : 4 coarse sand) : 25 mm thick
720.49
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-
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
112.28
-
-
Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.
116.34
-
-
12mm thick plaster on the plain in side of mix 1:6 ( 1 cement : 6 fine sand) mortar
5560.51
-
-
15mm thick plaster on the plain in side of mix 1:6 ( 1 cement : 6 fine sand) mortar
3002.24
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-
Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. ( For third floor )
523.5
-
-
Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. ( For forth floor )
523.5
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-
Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. ( For fifth floor )
523.5
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-
Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. ( For mumty & machine room & perapet wall )
354.24
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-
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.
10479.34
-
-
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
7701.59
-
-
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:
New work (Two or more coats applied @ 1.43 ltr/10 sqm
over and including priming coat of exterior primer applied
@ 2.20 kg/10 sqm)
3943.83
-
-
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 sq.m shade with ordinary paint of approved brand and manufacture.
1128.8
-
-
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :
(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with
water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.
(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.
(The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.)
222.06
-
-
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed
-
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-
jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
275.22
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-
Providing & Fixing decorative structure glazing work , including cost of adhesive of approved quality.5mm reflacted tougthend glass aluminium section 2’’x2’’-16 gauge Silicon weither proof 789
27.23
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-
Cement concrete 1:2:4 (1 cement : 2 coarse sand :
4 graded stone aggregate 20mm nominal size)
7.66
-
-
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 irection of Engineer -in - charge.
51.84
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-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level
44.9
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-
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screwsand face veneers on both faces of shutters:
35.6
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-
Providing and fixing 35mm thick wire gauze shutters using galvanised M.S. wire gauze of average width of aperture 1.4mm with wire of dia. 0.63 mm for doors, windows and clerestory windows including ISI marked bright finished or/and black enamelled M.S. butt hinges with necessary screws. Kiln seasoned and chemically treated Sheesham wood.
33.39
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-
Providing and fixing aluminium tee channels (heavy duty) with rollers &stop end in pelmets as curtain rod.
50.26
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INTERNAL WATER SUPPLY
-
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-
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
2
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-
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
22
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-
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 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 single 15 mm C.P. brass pillar tap
44
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-
Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with 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 without drain board 610x510 mm bowl depth 200 mm
22
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-
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.
-
-
-
110 MM
473.05
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-
75 MM
215.8
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-
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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.
-
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-
Coupler
-
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-
75 mm
20
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-
110 mm
38
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-
Single pushfit Coupler
-
-
-
75 mm
20
-
-
110 mm
38
-
-
Single tee with door
-
-
-
75 mm
22
-
-
110 mm
40
-
-
Single tee without door
-
-
-
75 mm
20
-
-
110 mm
38
-
-
Bend 87.5°
-
-
-
75 mm
26
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-
110 mm
45
-
-
Shoe (Plain)
-
-
-
110 mm bend
15
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-
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete
-
-
-
75 mm
192
-
-
110 mm
300
-
-
Providing and fixing 600 x 455 mm. bevelled edge mirror of Saint Gobin or Modi float glass complete with 6 mm. thick hard board ground fix to wooden cleats with CP brass screws and washers etc. complete.
44
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge Internal work - Exposed on wall
-
-
-
15mm dia nominal bore
460
-
-
75 mm nominal inner dia Pipes
276
-
-
50 mm nominal outer dia Pipes
110
-
-
25 mm nominal inner dia Pipes
110
-
-
75 mm nominal inner dia Pipes
329
-
-
Providing and fixing ball valve (brass) of approved quality complete
-
-
-
High or low pressure with plastic floats
-
-
-
25 mm dia. nominal bore
22
-
-
Providing and fixing gun metal non- return valve of approved quality (screwed end) :
-
-
-
25 mm nominal bore
22
-
-
C.P. BRASS FITTING
-
-
-
Providing and fixing uplasticised PVC connection pipe with brass unions :
-
-
-
15mm nominal bore
120
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 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.
18000
-
-
C.P. FITTING
-
-
-
Providing & Fixing C.P. brass bib cock parryware make
72
-
-
Providing & Fixing C.P. brass Long boddy bib cock
22
-
-
Providing and fixing PTMT pillar cock of approved quality and colour
46
-
-
Providing & Fixing C.P. brass stop(conceald)
24
-
-
Providing & Fixing C.P. brass angle valve
24
-
-
Providing & fixing c.p. soap dish parryware make
44
-
-
Providing & fixing Over Head Shower parryware make
24
-
-
Provding & Fixing C.P Towel rail parryware make
24
-
-
Provisiding & Fixing C.P Paper Holder parryware Make
24
-
-
Provisiding & Fixing PVC NAHNI TRAP 75 MM
29
-
-
EXTERNAL WATER SUPPLY AND SEPTIC TANK
-
-
-
Providing units of reinforced cement concrte 1:1.5:3(1cement :1.5 coarse sand:3graded stone aggregate 20mm. nomnal size) of strength not less than M-200 in lintels and band over door and windows excluding supply of reinforcement and its bending including
14.94
-
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
6.75
-
-
Brick work with brick of class designation 75 in foundation & plinth in cement mortar 1:4
41.97
-
-
40mm cement flooring in 1:2:4 mix finshed with a floating coat of neat cement including cement slurry etc.,
48
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-
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
112.38
-
-
Supplying and stacking at site.63 mm to 45 mm size stone aggregate
22.46
-
-
Providing and fixing soil, waste and vent pipesCentrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. : 100 mm dia
15
-
-
Providing and fixing plain bend of required degree. 100 mm Sand cast iron S&S as per IS - 1729
3
-
-
Providing and fixing single equal plain junction of required degree :100x100x100 mm Sand cast iron S&S as per IS - 1729
6
-
-
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar
15
-
-
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5Rectangular shape 600x450 mm internal dimensions
10
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm nominal bore
20
-
-
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 of cover 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 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 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 :
40
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-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
166
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-
RWT
-
-
-
Earth work in excavation by mechanical means ( hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sq.m on plan ) including disposal of excavated earth, lead upto 50 m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed. All kinds of soil.
45.91
-
-
Providing and laying in cement concrte 1:4:8(1cement :4fine sand:08graded brick aggregated 40mm .nominal size.) and curing complete excluding cost of form work in foundation and floors.
3.28
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
2.81
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200mm
10
-
-
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.
10
-
-
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
4.2
-
-
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
2.1
-
-
Providing & fixing of foot rest in tank
15
-
-
UG TANK
-
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level
64.08
-
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
72.9
-
-
GATE
-
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
1.52
-
-
Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm.
13.5
-
-
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
800
-
-
SITE DEVELOPMENT
-
-
-
Granular Sub-base with Well Graded Material (Table 400.1)
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material
2880
-
-
PAVER
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil
260.76
-
-
Granular Sub-base with Well Graded Material (Table 400.1)
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material
67
-
-
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix (1:3:6)
33.44
-
-
Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.
320
-
-
DARIN
-
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
10.56
-
-
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
1.2
-
-
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar
13.8
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand)
81.6
-
-
ROAD
-
-
-
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work.(Based on PWD specifications)
35
-
-
Cement Concrete (PCC M-30) Pavement:-
Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in pproved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in ontinuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.
52.5
-
-
R.R
-
-
-
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
75.6
-
-
H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.
21.4
-
-
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.
48
-
-
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