Ghaziabad Development Authority Tender
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Ghaziabad Development Authority - GDA Tender
Civil And Construction
Eprocure
Opening Date3 Feb 2021
Closing Date10 Mar 2021
Tender AmountRefer Documents
Costs
EMD
₹ 9,03,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_GDAUP_551063_1Bid Award Id
ViewTender No
541/4/PA-T/2020-21 Dt. 25.01.2021 (S.no-4)Tender Authority
Ghaziabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
PROPOSED SPS IN SECTOR H AND RISING MAIN UPTO MAVI CHOWK, INDRAPRASTH YOJANA
PROPOSED SPS IN SECTOR H AND RISING MAIN UPTO MAVI CHOWK, INDRAPRASTH YOJANA
PROPOSED SPS IN SECTOR H AND RISING MAIN UPTO MAVI CHOWK, INDRAPRASTH YOJANA
BOQ Items
Dewatering work as per specification (For 2 Months)
1041
-
1600
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 (zone-III): 8 graded stone aggregate 40 mm nominal size). (Under Footing)
23.58
-
5820
6) 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).
6.1 All works upto Plinth level
164.85
-
5770
6.2- All works above plinth level upto floor V level
327.14
-
6480
7) Centering and shuttering including strutting, propping etc. and removal of form for all heights :
7.1 Foundations, footings, bases of columns, etc. for mass concrete
64.59
-
158
7.2- Walls (any thickness) including attached pilasters, butteresses,
plinth and string courses etc.
965.21
-
321
7.3- Suspended floors, roofs, landings, balconies and access platform
118.62
-
348
7.4- Lintels, beams, plinth beams, girders, bressumers and cantilevers
105.15
-
296
7.5- Columns, Pillars, Piers, Abutments, Posts and Struts
129.25
-
385
7.6- Stairs, (excluding landings) except spiral-staircases
43.1
-
386
Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor fivelevel, including the cost of required centering, shuttering but , excludingthe cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
0.57
-
8473
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-500.
13188.37
-
51
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500.
26171.29
-
52
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
18.24
-
4400
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand)
33.73
-
559
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
33.44
-
4710
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.
Using M.S. angels 40x40x6 mm for diagonal braces
2.1
-
2944
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
80x1.20 mm M.S. laths with 1.20 mm thick top cover
5.25
-
2093
Providing and fixing ball bearing for rolling shutters.
2
-
323
Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured).
1.5
-
556
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
Powder coated aluminium (minimum thickness of powder coating 50 micron)
147.71
-
394
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge .
(Cost of aluminium snap beading shall be paid in basic item):
With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm)
15.48
-
942
Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.
Upto 5mm depth and 5 mm width
60
-
66
Fixing chowkhat in existing opening in brick/ RCC wall with dash fasteners/Chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including Cost of dash fasteners/ chemical fastener.
82
-
193.95
Providing and fixing aluminium handles, 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. complete :
100 mm
43
-
41
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. complete :
100x10 mm
86
-
53
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
1886.76
-
72
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
Hot finished welded type tubes
600
-
101
26) Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
0.9
-
8473
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
150.27
-
160
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
53.01
-
125
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).
206.63
-
234
12 mm cement plaster finished with a floating coat of neat cement of
mix : 1:4 (1 cement: 4 fine sand)
113.59
-
150
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :. Ceiling +Walls
New work (two or more coats) over and including water thinnable priming coat with cement primer.
203.28
-
126
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)
206.63
-
113
Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution.
69.38
-
81
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
45.36
-
1139
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 based high 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
2.78
-
1228
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.
96.39
-
926.9
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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete.
137.72
-
675
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:
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.
Laying brick bats with mortar using broken bricks/brick bats 25mm 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 with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.
Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-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.
The whole terrace so finished shall be flooded with water for aminimum 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.
51.3
-
991
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design:
In 75x75 mm deep chase
41.03
-
138
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
2
-
179
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
69.08
-
693
Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
1000.73
-
440
Estimate of Guard Residence at pumping station (Part-1.2)
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 kinds of soil.
13.8
-
114
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
13.8
-
111
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
2.05
-
421
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded Stone aggregate 40 mm nominal size).
2.61
-
3400
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone
aggregate 20 mm nominal size).
0.73
-
6185
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
3.51
-
6613
7) Centering and shuttering including strutting, propping etc. and removal of form for all heights :
7.1 Suspended floors, roofs, landings, balconies and access platform
22.14
-
348
7.2- Lintels, beams, plinth beams, girders, bressumers and cantilevers
6.31
-
296
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-500.
76.62
-
51
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500.
189.12
-
51
Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete.
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone
aggregate 20mm nominal size).
0.23
-
5335
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand)
5.67
-
4400
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in :
Cement mortar 1:6 (1 cement : 6 coarse sand)
11.71
-
4710
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.
cement mortar 1:4 (1 cement : 4 coarse sand)
9.65
-
706
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
9.65
-
67
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 ordash fastener shall be paid for separately).
Kiln seasoned and chemically treated hollock wood
0.06
-
52101
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:
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
5.13
-
787
Providing and fixing factory made laminated veneer lumber glazed shutter conforming to IS: 14616 and TADS 15:2001 (Part B), using 4 mm thick float glass panes for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, all as per directions of Engineer-in-charge.
30 mm thick shutters
1.89
-
2192
18) 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 :
18.1- 300x16mm
1
-
195
18.2- 250x16mm
2
-
174
19) 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. complete :
19.1 - 250x10 (for D1 & D2)
2
-
81
19.2- 200x10 (For D3)
1
-
70
19.3- 150x10 (For windows)
4
-
62
Providing and fixing aluminium handles, 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. complete :
125mm
8
-
47
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.
Twin rubber stopper
3
-
50
6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)
19.19
-
160
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
60.43
-
160
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement : 6 fine sand)
69.02
-
161
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
79.62
-
126
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
69.02
-
168
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
20.52
-
74
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:
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.
Laying brick bats with mortar using broken bricks/brick bats 25mm 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 with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.
Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-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.
The whole terrace so finished shall be flooded with water for aminimum 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.
19.12
-
991
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design: In 75x75 mm deep chase
17.82
-
138
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
1
-
179
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
13.65
-
687
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.
2.36
-
1316
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 Engineer-in-Charge, in skirting, risers of step sand 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.
13.2
-
631
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
1.61
-
3027
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
1.79
-
228
Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete.
0.18
-
150
Add sanitary, Plumbing & Water Supply Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: White glazed fire clay kitchen sink of size 600x450x 250mm
1
-
2402
Providing and fixing brass bib cock of approved quality : 15 mm nominal bore
3
-
233
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.
Internal work - 15 mm nominal outer dia Pipes
20
-
168
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
20 mm nominal outer dia Pipes
25
-
188
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.
Circular tank
500
-
8
Estimate of boundary wall at pumping station (Part-1.3)
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 kinds of soil.
921.09
-
114
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
921.09
-
111
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded Stone aggregate 40 mm nominal size).
79.54
-
3400
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone
aggregate 20 mm nominal size).
168.29
-
6185
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)
43.01
-
7008
6) entering and shuttering including strutting, propping etc. and removal of form for all heights :
6.1- Foundations, footings, bases of columns, etc. for mass concrete
457.01
-
158
6.2- Lintels, beams, plinth beams, girders, bressumers and cantilevers
323.05
-
296
6.3- Columns, Pillars, Piers, Abutments, Posts and Struts
522
-
385
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-500.
10097.14
-
51
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500.
2580.87
-
52
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
137.32
-
4400
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
176.95
-
4710
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement : 6 fine sand)
1785.25
-
161
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
1785.25
-
91.25
Supplying at site :
R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately).
0.96
-
20477
Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used.
With G.I. barbed wire
623.35
-
8
Supplying and fixing turn buckles and straining bolts for barbed wirefencing.
9
-
201
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
Hot finished seamless type tubes
405.64
-
113
Estimate of Rising Main (Total length 1.3KM) (Part-1.4)
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 :
Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
1300
-
314
2) Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 including all fittings flanged tail pipes, F.H. ,Tee, flanged etc. complete 2.1- 300mm dia Ductile Iron Class K-7 pipes
120
-
3332
2.2- 450mm dia Ductile Iron Class K-7 pipes
1309.84
-
5719
Providing and erecting 2.00 metre high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.“(Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).
52
-
1437.44
4) Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) 4.1- 300 mm dia
3
-
18604.1
4.2- 450 mm dia
4
-
41235
Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete :150 mm
2
-
11822
6) Providing and fixing gun metal non- return valve of approved quality(screwed end) Vertical
6.1- 300 mm dia
6
-
1909
6.2- 450 mm dia
1
-
2043
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished witth a floating coat of neat cement complete as per standard design :
With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
5
-
11318
Cutting road and taking out soling and metalling including sorting and screening complete as per instruction of engineer-in -charge.
bituminous portion
393.12
-
586.83
Dismantling reinforced cement concrete or reinforced brickwork including staking of materials as directed by the engineer-in -charge within a distance of 60 meter(200 feet)
98.28
-
800
Constuction of granular sub -base by providing close graded meterial (Grade-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix place method with rotavater at Omc, and compacting with vibratory to achive the desired density, complete as per MORTH clause 401 (without motor grader)
218.4
-
3278
Providing and laying spreading and compactive grade stone aggregate to WMM specification incluid premixing the material with at OMC in mechanical mix plant close grade, mixing in mechanical mix plant at OMC carriage of mixed material by tipper to site,laying in uniform layers with paver in sub base /base course on well prepared surface and compacting with vibrating roller to achive the desired density.406 of MORT &H specification and as per direction of the engineer-in charge (A.R) (9 mtr. & below road without paver finisher)
218.4
-
3583
Providing and applying tack coat with 80/100 (VG10) bitumen on prepared surface of granular base including cleaning the road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means including supply of all materials, labour, T&P etc. required for proper comletion of the work as per clause 503 of MORT&H specifications and as per direction of the Engineer-in-charge (A.R.)
1092
-
20.8
Providing and applying tack coat with 80/100 (VG10) bitumen using emulsion pressure distributor at the rate of 0.30 kg. per sqm on the prepared bitumeneous / granular surface cleaned with mechanical broom including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 503 of MORT&H specification and as per dierction of the Engineer in charge (A.R.)
1092
-
11.3
Providing and laying 50mm th. compacted bitumenous mecadam on prepared surface with 100-120 tonnes per hour batch type Hot mix plant producing an average output of 75 MT per hour using crushed agregated of specified grading-II(19mmNominal Size), premixed with 80/100 (VG10) bitumenous binder @ 3.30% by weight of total mix , transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory (8-10 tonnes) roller for initial brake down rolling, finish rolling by smooth wheeled tondom roller (8-10 tonnes) to achieve the desired compaction, including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 504 of MORT & H specification sand as per direction of the Engineer in charge (A.R.)
54.6
-
7005
Providing and laying bitumenous concrete with 100-120 tonnes per hour batch type Hot mix plant producing an average output of 75 MT per hour using crushed agregated of specified grading-II premixed with 60 / 70 (VG30) bitumenous binder @ 5.00% by weight of total mix and filler @ 2% by weight of total mix , transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory (8-10 tonnes) roller for initial brake down rolling, finish rolling by smooth wheeled tondom roller (8-10 tonnes) to achieve the desired compaction, including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 509 Grade-II (13 mm nominal size) of MORT & H specifications and as per direction of the Engineer in charge (A.R.)
43.68
-
8818
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
109.2
-
48.12
Laying cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge.
43.68
-
78
Providing and laying factory made chamfered edge Cement Concrete paver blocksin 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 inrequired colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge.
65.52
-
614
Estimate for Mechanical , Equipments And Pump (Part-1.5)
Providing and Installing Electric Chain Hoist : Electric Trolley Mounted Make : ‘LOADMATE’, Capacity : 2000 Kgs.,Headroom Height : 700 mm,Lifting Height : 15 Meter, Lifting Speed : 3.6 m/min,Travelling Speed : 10 m/min,No. of Falls : 2,Load Chain : 8 mm, Grade 80, Alloy Steel.,Hoist Motor : 2 h.p, S4 Crane Duty, 40% CDF.,Trolley Motor : 0.5 h.p, S4 Crane Duty, 40% CDF.,Controls : 4 Way Push Button Operated.,Hoist Brake Type : Disc Brake., Power : 3 Phase with neutral to be provided.,Limit Switch : Adjustable for positive stop.
Control Panel : Consist of
A. Up /Down, Right/ Left Push Buttons.
B. Contactors ‘Schneider’ or ‘Siemens’ Make
C. Reverse Phase protector ‘L&T’ Make.
D. Single Phase Protector ‘L&T’ Make.
E. Under/Over Voltage Protection ‘L&T’ Make
F. Step down to 24 Volt transformer
1
-
106000
Providing and fixing 900x1200 single faced sluice gate (Rising Type) conforming to IS: 3042 Complete with all other accessories required for fixing as per instruction of engineer in charge
2
-
255000
Providing and fixing 1050 x 1200 single faced sluice gate (Rising Type) conforming to IS: 3042 Complete with all other accessories required for fixing as per instruction of engineer in charge (Sluice gate for partition Wall) with as per height required spindle length
2
-
265000
Providing and fixing 1050x900 single faced sluice gate (Rising Type) conforming to IS: 3042 Complete with all other accessories required for fixing as per instruction of engineer in charge(Sluice gate for bye pass chamber) with as per height required spindle length
1
-
239500
Providing and fixing 450x525 single faced sluice gate (Rising Type) conforming to IS: 3042 Complete with all other accessories required for fixing as per instruction of engineer in charge(Sluice gate for bye pass chamber) with as per height required spindle length
2
-
75000
Providing and fixing 1000 mm dia. single faced sluice gate (Rising Type) conforming to IS: 3042 for inlet pipe Complete with all other accessories required for fixing as per instruction of engineer in charge.
1
-
235000
Supply of Mechanical Multirake Coarse
Screen
With Control panel and VFD
Channel Width : 1200mm
Channel Depth : 9770mm
Bar Spacing : 25mm
MOC : SS304
1
-
2051000
Supply of Manual Screen
Channel width :1200mm
Channel depth : 1500mm
Bar spacing : 25mm
MOC : SS304
1
-
135000
9) Flow (Q) @ duty point (500 m3/hr), Head (h)35m @ duty point (mwc),Pump Price with 10mtr cable including LT PMU,Autocoupling with Integral Bend (With Guide Pin (SS 304)) Foundation Bolt MoC :SS 202 (Each)
6
-
929091
9.1- Extra Cable (per Meter)
45
-
4404
9.2- Guide Rail(Guide Pipe Size 2 (inch)) without Strip - MoC: GI with Coupler ((@ every 3 mtr), 1 Run, (MoC: SS 410))
39
-
1055
9.3- Lifting Chain - MoC : Alloy Steel - With_GI - Lifting chain with "O" Ring @ 1m & with D/Bow Shackle @ 1 End (Rs./mtr)
117
-
1315
9.4- In Process Inspection @Rs 7500
6
-
7000
9.5- Final Inspection @ Rs 5000
6
-
5000
9.6- Packing Charges & Forwading totransporter truck / godown @2.5 % of basic cost (Rs. 5967726.00 * 2.5%)
1
-
149193.15
9.7- Erection @5 % of Pump & it's accessories basic cost (Rs. 5967726.00 * 5 %)
1
-
298386.3
9.8- Commissioning & Testing@2% of Pump & it's accessories basic cost (Rs. 5967726.00 * 2 %)
1
-
119354.52
9.9- Maintenance for 1 yr@2 % of Pump & it's accessories basic cost (Rs. 5967726.00 * 2 %)
1
-
119354.52
9.10- Spare parts for 3 years@5 % of Pump & it's accessories basic cost (Rs. 5967726.00 * 5 %)
1
-
298386.3
Electrical System (1.6) :-
Sub Head-I-HT Equipments and Transformers (Part-1.6.1)
Supply, Design, fabricate, Installation testing and commissioning of 11 Mt.height 8 poles PCC structure to receive the power at 11 KV 3 phase 350 MVA fault level comprising of all M.S. Hardware, pin and disc insulators, required ACSR conductors for bus system and for jumpers etc. and complete including foundation and excavation in all kind of soil and providing 1:2:4 concrete all complete with necessary stay wires etc. as and as per the CPWD specification and as per final direction and approval at site by consultants.
1
-
50000
Supply, store at site, errect in position effecting proper connections testing and commissioning of 11 KV Gang Operated Air Break Switch Vertical mounting type 3 phase, 2 insulators / stack, 400 amps rated complete with phase coupling rod insulated operating handle, locking arrangement with one sets, al complete as required and as per final direction and approval of client.
4
-
9000
Supply, store at site, errect in position effecting proper connections testing and commissioning of 11 KV, 200 Amps. rated, 3 phase Dropout fuses all complete with miconite tube housing 60 Amps. Fuse elements, 1 no. insulated disconnecting rod, hand gloves etc. all complete as required and as per final direction and approval of client
4
-
3500
Supply, store at site, errect in position effecting proper connections testing and commissioning of 11 KV, Lightning Arrestors stationary type of 9 KV RMS capacity, 3 phase having characterstics as indicated in specifications all complete as required and as per final direction and approval of client
4
-
3500
Receive, store at site, errect in position effecting proper connections testing and commissioning of 11 KV metering cubicle, complete with earthing.
1
-
10000
Supply, installation, testing and commissioning of 11 KV 3 core XLPE 185 mm sq. al. conductor cable.
20
-
1200
7) Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 kV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.d.
7.2- Above 120 sq. mm and upto 400 sq. mm
20
-
349
8) Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 kV grade as required.
8.1- 240 sq. mm
20
-
13844
supply and fixing of al. thimbles 185 mm sq for the above cable
12
-
110
Supply Installation and erection of 100x50x6 mm MS channels and all associated hardware for mounting of 250 KVA transformer as shown in drawing.
3
-
4500
Supply 250 KVA 11/0.433 kv,50 Hz, Copper Wound Outdoor Type Distribution Transformer Complete With First Filling of Transformer Oil and other Standard Fitting and Accessories listed below.
The transformer should be as per the ISI technical Specification for transformer losses.
Accessories are
Rating & Diagram Plate
Earthing Terminals
Lifting Lugs
Oil Level Guage
Drain cum filter Valve
Conservator with oil filling hole
HT/LT cable box / Bus Dust
Thermometer Pocket
OTI
Air Release Plug
Externally Breather OFF Load tap changing Switch.
Silicagel Breather
Explosion vent pipe
3
-
475000
Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required.
12
-
9305
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal / coke and salt as required.
20
-
4672
Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.
20
-
384
Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.
198
-
843
Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.
297
-
146
Supplying and laying 6 SWG G.I. wire at 0.50 meter below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.
100
-
28
Sub Head-II-LT panels and Breakers (Part-1.6.2)
LT Breaker for Transformer:
Floor mounted outdoor type cubicle fabricated using 14 gauge CRCA sheet & 16 gauge CRCA for partition and vertical separation, dust and vermin proof, duly powder coated, suitable for bottom entry of cables, housing 400 Amp TP MCCB, as transformer outgoing installed beneath the pole mounted transformer on 1:2:4 concrete foundation.
3
-
39476
L.T., AMF cum Starter PANEL (INDOOR TYPE)
Design, manufacture, insure, pack, transport to site, installation of INDOOR type floor mounted panel fabricated using 14 gauge CRCA MS Sheet steels for cubicle & 16 gauge CRCA for partition and vertical separations, Dust and vermin proof doors. The incomer section of the Panel Shall be designed to accept all the cables from bottom.The panel should be comprising as under mentioned :
a- Incomer for the panel:-
2 Nos, 400 Amps TPN SFU of approved make only, suitable for 415 Volts 50 Hz, AC. ( One for mains supply and one for DG supply)
b- Metering Section :-
The following meters shall be combined in one enclosure comprising of :
i) 0-300 Amps. 96 sq mm Ammeter with 3W - ON and 1 W - OFF selector Switch.(1 Set each for mains and DG).
ii) 0-500 Volts, AC 96 sq mm voltmeter 3W - ON and 1 W - OFF Selector switch ( 1 set each for mains and DG supply).
iii) Indication Section shall have 3 Nos. Phase Indicating LED type lamp with control fuse. (For mains and DG supply)
3) AMF & Load transfer switch:
1- LT Breaker for Transformer:
AMF and auto load transfer switch for auto start of DG set,with three start timer and failure to start alam and indication, battery charger, stop solenoid, complete in all respects.
5) Busbars : -
400 Amps. Uniformly rated, continuous duty, 415 V AC, 3 Phase and Neutral Aluminium Busbars with color-coded heat sink sleeves supported on SMC type grip supports, 35 KA. The horizontal/vertical sections of the Busbars should all be uniformly rated for 400 Amps.
6) Outgoings :-
Starters shall comprise of following items : a) 105 HP Star-Delta Starter - 2 Nos.
7) Incomers :-
i) 2 no. 250 Amps TPN SFU of approved make only, suitable for 415 Volts 50 Hz, AC
ii) Contactors: Suitable contactors for mains, and for LINE & DELTA.
iii) Overload Relay iv) Nominal Back up fuse with rating of 200 Amp.
v) 1 No. of 0-200 Amps. 96 sq mm Ammeter with ASS
vi) ON-OFF Lights with Manual ON/OFF Push button and providing water level controller
vii) Single Phase Preventor
viii) 30 KVAR Capacitor which should be switched on at the time of motor start only (supply to capacitor bank is through 100A MCCB TP.
ix) Sequence for alternate operation of the pumps
3
-
560000
Sub-Head-III-Misc Items and External-Internal Lighting (Part- 1.6.3)
Sub-Head -VI : Miscellaneous Item (LT Panel Room)
A) Point Wiring
(1) Switch Controlled Light Points
1.1- Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
Group – C
9
-
654
1.2- Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.
Group – C
6
-
409
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.
2
-
286
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.
4
-
365
Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.
2
-
312
Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
3
-
152
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
4 X 10 sq. mm + 2 X 6 sq. mm earth wire
35
-
424
7) Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
7.1- 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
180
-
171
7.2- 4 X 2.5 sq. mm + 2 X 2.5 sq. mm earth wire
90
-
246
8) Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required
8.1- 3 x 2.5 sq. mm
40
-
59
8.2- 6 x 2.5 sq. mm
80
-
112
9) Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.
9.1- 25 mm
200
-
110
9.2- 32 mm
100
-
148
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required
20
-
193
Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required
Supply,Receiving, storing, assembling, fixing, testing and commissioning of following fans & Light fittings with high frequency, electronic Ballast with THD10 % starter, control gears, lamps holder, power factor 0.99 for flourocent lamp & 0.95 for CFL for improvement, etc. as called for, including chasing of walls, grouting of fitting and making good of the same as required, complete with providing of all necessary hardares like raw plugs, hangers, support plates etc. and flexible wires as required for fixing.
80
-
295
B- Supplying & installation of Lights fixtures 12) Surface mounted fluorescent lighting fixture Philips make TCW 450/236 HF or approved equal in quality and design complete with 2 x 36 W fluorescent lamp. (For LT room area etc.)
5
-
2250
Wall/Ceiling mounted Fluorescent lighting fixture Philips TMS 122/128 HF or approved equal in quality and design complete with 1 x TL-5 28 W lamp.
1
-
546
Bulk head lighting fixtures Philips make FXC-101 or approved equal in quality and design with 18 watt CFL lamps.(for Transformer & DG set area)
5
-
900
Self contained single sided exit sign for wall / ceiling / pendant cantilever mounting with 5 W CFL tube for non maintained battery backup emergency lighting for 3 hours duration Prolite make or approved equal in quality and design.
1
-
1037
48" dia sweep ceiling fan with step type fan regulator of approved make complete with all accessories.
3
-
1600
Voila Decorative,Wall Bracket 10W LED, wall mounting, SS finish fixture with opal PC diffuser suitable for 7 to 10W LED
2
-
400
Supply, Installation testing commissioning of Hot dipped galvanized octagonal poleS. Single AND DOUBLE arm bracket assembly at specified location including supply and laying 3x2.5 sq mm pvc insulated copper conductor (make of Cu. Conductor/wire- KEI / Havells/ Polycab) from MCB to lumenaire and making proper connection with bottel type lugs including excavation of pit of required size and shape and in making foundation of 600x600x1200mm in 1;3;6 ratio making proper finish of foundation , refilling of excavate earth making proper finish as required including supply and fixing of surface mounted 2 mm thick MS box to incorporate 2 no of 4c x 6/10sq mm AL armoured cable , cable termination alongwith necessary glands & lugs, 1 no of 10 A SP MCB with din bar arrangement and earthing links. Providing & fixing of 2 nos. of 40 mm dia. PVC pipe of 1 Mtr. length for laying of cables upto junction box complete in all respect with two coat of red oxide and two coats of aluminium enamel paint complete in all respect .
6M high single arm poles
30
-
9800
Supply and fixing of 70 watt LED Street Light fixture on pole Make -- Bajaj / Wippro / Philips
30
-
5159
SITC OF Post Top Lamps (25W) With 500mm Long G.I. Rod, Clamps, Nuts, Screws etc. Complete With 3cx2.5mmsq. cu. conductor wire.
2
-
14500
C- Final Distribution Board
21) Supplying and fixing following way, horizontal/Vertical type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted
including earthing etc. as required. (But without MCB/RCCB/Isolator)
TPN DB
6 way TPN DB (Substation / Plant room/Guard Room)
21.1- 6 way (4 + 18), Double door
1
-
2963
Supplying and fixing following rating, four pole, 415 V, isolator
in the existing MCB DB complete with connections, testing and
commissioning etc. as required.
21.2- 63 A
1
-
664
Supplying and fixing following rating, double pole, (single phase
and neutral), 240 V, residual current circuit breaker (RCCB),
having a sensitivity current 30 mA in the existing MCB DB
complete with connections, testing and commissioning etc. as
required.
21.3- 63 A
3
-
2172
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
21.4 Single pole
18
-
150
D-Safety measures items
22) Supply and fixing in position the approved “Shock Treatment Charts” written in English and Local Language. These charts shall be framed in teak wood frame and covered with glass.
2
-
850
Supply and fixing in position the fire extinguishers carbon-di-odide type 2.5 Kgs capacity.
4
-
3800
Supply and fixing in position the best quality Danger Boards of approved shape and size as specified by Local Electricity Authorities written in English & Local Languages.
5
-
175
Supply and fixing in position 1000 mm wide insulation mats made of elastomer of 11KV grade as IS-15632-2006.
30
-
900
Supply of fire buckets 5 nos. in each set duly filled with fine sand and fixed on an angle iron frame as per requirement of local authorities. Fire buckets shall be painted red from outside and white from inside with additional handle at the bottom.
5
-
2400
Supply and fixing in position the approved single line diagram framed in 1000 x 800 mm size glass frame in the sub station.
1
-
1500
Supply of first aid box of approved make as per specification.
1
-
1100
Supply of tool kit with 1 pair 11KV rubber hand gloves of approved make.
1
-
300
Sub-Head - IV: BOQ for Cables and Hume pipes (Part-1.6.4)
The contractor shall consider the following details in their item rates, wherever required:
The rate shall also include the following :
1. Providing and fixing junction boxes with covers including painting where ever required.
2. Providing all fixing accessories such as clamping devices nuts, bolts and screws.
3. Wherever the cables are of aluminium and bus bars of copper bimetallic lugs shall be used.
4. All cable shall be laid with one diameter gap.
5. All cables shall (conform IS norms) be IS approved.
6. Double compression glands
7. Fire retardant paint one meter on both side of wall penetration and at termination as per specificationss.
8. Burried LT cables to be laid at least 750 mm below ground.
Sub-Head - III: Cables and Hume pipes
1) Supplying, connecting, testing & commissioning of following 1100 volt grade XLPE insulated PVC sheathed aluminium conductor armoured cables as per specificationss. (Substation areas) (Make: Finolex, RR Kabel, L&T,havells, Polycab).
1.4- 3.5 C core 150 sq. mm
360
-
476
2) Supplying, connecting, testing & commissioning of following 1100 volt grade XLPE insulated PVC sheathed copper conductor armoured cables as per specifications. 2.3- 4 core 10 sq. mm.
75
-
379
2.4- 4 core 6 sq.mm
50
-
236
2.5- 2 core 4 sq.mm
50
-
103
3) Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size on cable tray as required.
3.1- Upto 35 sq. mm (clamped with 1mm thick saddle)
175
-
22
3.2 - Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp)
100
-
48
3.3- Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp)
360
-
58
4) Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required.
4.1- 3½ X 150 sq. mm (45mm)
18
-
396
4.2- 3½ X 70 sq. mm (38mm)
12
-
368
5) Supplying, connecting, testing & commissioning of following 1100 volt grade XLPE insulated PVC sheathed copper conductor unarmoured submersible cables for pumps as per specifications. 5.1- 3C x 70 sq.mm. Cu Conductor Submersible Cable
300
-
1750
Excavation of trench for cable laying in normal soil up to the required depth (minimum 500 mm to 1200 mm) and width as per required having 150 mm sand all around the cable, brick protection and back filling (As per section drawings).
500
-
850
7) Supplying of following 1100 volt grade XLPE insulated PVC sheathed copper conductor armoured cables as per specifications in existing trenches, cable trays, ducts, clamped to wall with suitable clamps including, saddles fixing bolts, connecting testing and commissioning. 7.1- 4 core 4 sq.mm
50
-
169
7.2-4 core 2.5 sq.mm control cable (For Transformer Control cable)
200
-
124
7.3- 10 core 2.5 sq.mm control cable (For DG Control cable)
50
-
257
8) Cable end termination of the following XLPE insulated PVC sheathed aluminium/copper conductor armoured cables of 1100 volt grade including supplying and fixing of bimetallic crimping lugs, double compression glands with earthing. (Make: Dowell,Comet,Action).
Copper
8.2- 4 core 2.5 sq.mm control cable (For Transformer Control cable)
6
-
215
8.3- 10 core 2.5 sq.mm control cable (For DG Control cable)
3
-
280
8.4- 4C core 70sq. mm
72
-
750
8.6- 4 core 10 sq. mm.
4
-
290
8.7- 4 core 6 sq.mm
4
-
240
8.8- 2 core 4 sq.mm
4
-
215
10) Providing, laying and joint DOUBLE WALL CORRUGATED HDPE pipe including jointing as per IS 14930 for crossing (under pavement/side berms or ramps etc.) for electrical cables and opening in the masonry wall for pipe entry. (Cost of excavation shall be inclusive). 10.3- 160 OD mm dia DWC HDPE
45
-
425
11) Supply and making of the following sizes of Brick masonry Manholes & Cable trench from class-A brick complete with 40mm thick PCC (1:4:8) base, plastering with 8 mm thick (1:6) cement mortar with cement coat of inside of the trench, including providing of prefabricated 75 mm thick RCC cover with corner of the cover protected with ISA 35, complete with excavation & removal of surplus soil.
11.2- 750mm (W) x 1000mm (D) trench
120
-
3500
11.3- 450mm x 450mm x 600mm deep Manhole (LV manhole)
6
-
4500
12) Supplying and installing following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc. as required
12.1- 150 mm width X 50 mm depth X 1.6 mm thickness
30
-
381
LANDSCAPE WORK (Part- 1.7)
SITE PREPARATION
1) Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
2105.4
-
41
Supplying and stacking of good earth (300mm top soil layer )at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment).
1052.7
-
177
Supplying and stacking sludge at site including royalty and carriage up to 1 km (sludge measured in stacks will be reduced by 8% for payment).
315.81
-
265
4) Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) :
4.1- Screened through sieve of I.S. designation 20 mm
142.11
-
202
4.2- Screened through sieve of I.S. designation 16 mm
110.53
-
220
4.3- Screened through sieve of I.S. designation 4.75 mm
63.16
-
235
Rough dressing the trenched ground including breaking clods.
3509
-
1
Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
3509
-
3
Fine dressing of the ground
3509
-
2
Spreading of sludge, dump manure and / or good earth in required thickness as per direction of Officer-in-charge (Cost of sludge, dump manure and / or good earth to be paid separately).
865.5
-
28
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge..
865.5
-
19
10) Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately).
10.1- In rows 5 cm apart in both directions
2885
-
10
Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately).
959.1
-
116
12) Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :
12.1- Holes 1.2 m dia and 1.2 m deep
254
-
214
12.2- Holes 90 cm dia, and 90 cm deep
12
-
93
13) FERTILIZER/INSECTICIDE/ PESTICIDE/ ANTITERMITE/MANURE ETC.
13.1- Gypsum @150 gm per square meter
432.75
-
20
13.2- Neem cake @50 gm per square meter
58.03
-
50
13.3- Bone cake @25 gm per square meter
29.02
-
44
13.4- Vermi compost @50 gm per square meter
58.03
-
30
13.5- Nitrogen @5 gm per square meter
5.8
-
60
13.6- Potash@5 gm per square meter
5.8
-
80
13.7- Phosphorus@ 8 gm per square meter
9.29
-
76
13.8- Iron@ 5 gm per square meter
5.8
-
70
13.9- Zinc sulphate@ 5 gm per square meter
5.8
-
70
13.10- Urea @ 35 gm per square meter
40.62
-
50
TREE AND PALMS
14) Supplying & planting of healthy tree / Palm saplings, (ornamental trees) free from diseases & of specified type & height/caliper at required spacing as per drawing & maintaining the same for a period of 3 months from the date of plantation including staking of trees and replacing of any casuality/ defective plants during the maintenance period complete.
BOTANICAL NAME
14.1- Alstonia scholaris (+2.5 meter height)
15
-
1740
14.2- Azadirachta indica(+3.0 meter height)
33
-
1614
14.3- Butea monosperma (+2.5 meter height)
8
-
2112
14.4- Lagerstroemia speciosa (+2.1 meter height)
28
-
1926
14.5- Cassia fistula (+2.0 meter height)
12
-
1864
14.6- Plumeria alba (+2.0 meter height)
14
-
2360
14.7- Swietenia mahagoni (+2.5meter height)
20
-
2050
SHRUB & GROUND COVERS PLANTING
15) Supplying & planting of healthy shrub & ground cover saplings, free from diseases & of specified type & height at required spacing as per drawing & maintaining the same for a period of 3 months from the date of plantation including staking of shrubs and replacing of any casuality/ defective plants during the maintenance period complete. 15.1- Nerium oleander dwarf (+0.50-60meter height)
472
-
162
15.2- Clerodendrum inermie (+0.50-60meter height)
562
-
50
15.3- Zephyranthes lily (pink) (+0.50-60meter height)
156
-
372
15.4- zephyranthes lily (red) (+0.50-60meter height)
76
-
372
15.6- zephyranthes lily (yellow) (+0.50-60meter height)
218
-
372
15.7- Hymenocallis littoralis (+0.50-60meter height)
30
-
310
15.8- Tecoma gaudichaudi (+0.70-90meter height)
265
-
198
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