Chaudhary Charan Singh Haryana Agricultural University Tender
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EMD
₹ 4,00,000Document Cost
₹ 15,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2023_HRY_327019_1Bid Award Id
ViewTender No
3308-CTender Authority
Chaudhary Charan Singh Haryana Agricultural University ViewPurchaser Address
-Website
http://https://www.hau.ac.in/
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Documents
BOQ Items
Felling trees of the girth (measured at a height of 1 m above
ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
Above 240 cm girth (HSR 4.3.4)
8
-
-
Surface dressing of the ground including removing vegetation
and in-equalities not exceeding 15 cm deep and disposal of
rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil (HSR 4.4.1)
5225
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil (HSR 4.12.1)
50
-
-
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 up to 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. (HSR 4.14.1)
433.45
-
-
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 up to 50 m and lift up to 1.5 m. (HSR 4.32)
225
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:
1:5:10 (1 cement : 5 coarse sand (zone-Ill): 10 graded stone aggregate 40 mm nominal size. (HSR 6.1.7)
100.8
-
-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor
blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing:
1 : 1 ½: 3 ( 1 cement : 1 ½ coarse sand (zone-Ill) : 3
graded stone aggregate 20 mm nominal size). (HSR 6.2.1)
47.5
-
-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor
blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing:
1 :2:4 (1 Cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) (HSR 6.2.2)
0.28
-
-
Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) 40mm thick (HSR 6.8.2)
2.97
-
-
Providing and laying damp-proof course with cement concrete
1: 1.5:3 (1 cement : 1.5 coarse sand (zone-Ill): 3 graded stone
aggregate 20mm nominal size)
50 mm thick (HSR 6.9.1)
4.65
-
-
Providing & applying a coat of residual petroleum bitumen of grade of VG-1 O of approved quality using 1. 7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. (HSR 6.10)
7.62
-
-
Making plinth protection 50mm thick of cement concrete 1 :3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. (HSR 6.13)
6.87
-
-
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: (HSR 6.14.1)
1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size)
94.3
-
-
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 four level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) (HSR 6.15.1)
225
-
-
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 four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.16)
24.3
-
-
Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1 ½ coarse sand(zone-111) : 3 graded stone aggregate 20mm nominal size). (HSR 6.21)
4.15
-
-
Centering and shuttering including strutting, propping etc. and
removal of form for
Foundations, footings, bases of columns, etc. for mass concrete (HSR 6.30.1)
560
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (HSR 6.30.2)
490
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies (HSR 6.30.3)
31.49
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers (HSR 6.30.5)
2356.22
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts (HSR 6.30.6)
980
-
-
Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level
Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diaMeters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D kg or more. (HSR 6.33.6)
9832
-
-
Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc.complete in all respect above plinth level.
Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.
Thermo-Mechanically Treated bars of grade Fe-500D or more (HSR 6.34.6)
38874
-
-
Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in:
Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.21.1)
561
-
-
Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in:
Cement mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.21.2)
24.25
-
-
Brick work with common burnt clay non-modular bricks of class designation 10 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in :
Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.22.1)
576
-
-
Brick work with common burnt clay non-modular bricks of class designation 10 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in :
Cement mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.22.2)
34.75
-
-
Wall lining butch work up to 10m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width, including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1 :3 (1 Cement : 3 coarse sand) i/c ruled pointing in cement mortar 1 :2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in-charge(HSR 8.12)
58
-
-
Painting top of roofs with bitumen of approved quality @ 17kg per 1 O sqm impregnated with a coat of coarse sand at 60 cum per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete
With residual type petroleum bitumen of grade VG -1 O (HSR 9.10.1)
66.14
-
-
10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1: 1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1: 3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat:
With common burnt clay non-modular brick tile of class designation 10 (HSR 9.11.1)
66.14
-
-
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 (HSR 9.17.1)
54.41
-
-
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. (HSR 9.18)
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. 110 mm diaMeter (HSR 9.57.2)
10.5
-
-
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. Bend 87.5° 110 mm bend (HSR 9.58.5.2)
4
-
-
Providing and laying of base course of floors consisting of 100 mm thick cement 1 :8: 16 and 100 mm sand or stone filling. (HSR 10.1)
18.12
-
-
Providing and laying cement concrete pavement with 1: 2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. (HSR 10.16)
35
-
-
Brick on end in soil/edging in required pattern with bricks of class designation (HSR 10.36)
655
-
-
Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. (HSR 10.60)
2.5
-
-
Providing and fixing 1st 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 steps and dados, over
12 mm thick bed of cement mortar 1 :3 (1 cement : 3 coarse sand) and jointing with grey cement slurry@ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (HSR 10.62)
12.2
-
-
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 (HSR 10.63.2)
15.62
-
-
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1 :3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm (HSR 10.67.2)
12.73
-
-
Extra for grouting the joints of floor 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. Size of Tile 600x600 mm (HSR 10.70.2)
8.92
-
-
Providing of stamping or making grooves for a depth of 2 mm on top of steps in stair case. (HSR 10.88)
54.16
-
-
10 mm thick cement plaster
1 :3 (1 cement: 3 fine sand) (HSR 11.4.2)
12.87
-
-
12 mm cement plaster of mix : 1 :4 (1 cement: 4 fine sand) (HSR 11.5.3)
3953.21
-
-
12 mm cement plaster of mix : 1 :6 (1 cement: 6 fine sand) (HSR 11.5.4)
130.35
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix : 1 :4 (1 cement: 4 fine sand) (HSR 11.6.1)
3973.46
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix : 1 :6 (1 cement: 6 fine sand) (HSR 11.6.2)
104.25
-
-
Pointing on tile brick work with cement mortar 1 :3 (1 cement : 3 fine sand):
Flush/ Ruled/ Struck or weathered pointing (HSR 11.26.1 )
66.64
-
-
Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete (HSR 11.58)
253
-
-
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. (HSR 11.60)
90.67
-
-
White washing with lime to give an even shade New work (three or more coats) (HSR 11.61.1)
129
-
-
Distempering with 1st quality acrylic distemper (ready mixed) having voe content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.
Two or more coats on new work (HSR 11.65.1)
168.49
-
-
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:
Water thinnable cement primer (HSR 11.67.1)
297.13
-
-
Applying priming coat:
With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) (HSR 11.68.1)
7.12
-
-
Applying priming coat:
With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works (HSR 11.68.3)
181.01
-
-
Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. (HSR 11.76)
8.36
-
-
Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. (HSR 11.77)
19.88
-
-
Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 11.78)
208
-
-
Finishing walls with water proofing cement paint of required shade :
New work (Two or more coats applied@ 3.84 kg/10 sqm) (HSR 11.93.1)
7894
-
-
Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 litre/1 O sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (HSR 11.95.1)
90.46
-
-
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISi marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid
separately}
Kiln seasoned and chemically treated Hollock wood
35 mm thick shutters (HSR 12.7.2.1)
5.48
-
-
Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISi marked M.S. pressed butt hinges bright finished of required size with necessary screws
Kiln seasoned and chemically treated Hollock wood
35 mm thick (HSR 12.10.2.1)
6.13
-
-
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 with hinges and necessary screws
With ISI marked stainless steel butt hinges of required size
35 mm thick shutters
Kiln seasoned and chemically treated Hollock wood (HSR 12.19.1.2.2)
1.39
-
-
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 sqm necessary screws (HSR 12.37.1)
5.54
-
-
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. (HSR 12.50.1)
70
-
-
Providing and fixing ISi marked oxidised M.S. single acting spring hinges with necessary screws etc. complete
150 mm (HSR 12.63.1)
1
-
-
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 :
250x16 mm (HSR 12.98.2 )
3
-
-
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 200x10 mm (HSR 12.99.3)
2
-
-
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
150x10 mm (HSR 12.99.4)
2
-
-
Providing and fixing aluminium handles, ISi marked, anodised (anodic coating not less than grade AC 1 O as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete 125 mm (HSR 12.102.1)
2
-
-
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S.
pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
Profile B Fixing with adjustable lugs with split end tail to each jamb (HSR 13.3.1.1)
20.41
-
-
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S.
pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
Profile B
Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately (HSR 13.3.1.2)
29.87
-
-
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (HSR 13.27)
1071
-
-
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete (HSR 13.29.1)
1045
-
-
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-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (HSR 13.41)
625
-
-
Construction of Embankment with Material obtained from Borrow pits Construction of Embankment with approved
material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet
requirement of table 300-2, as per technical clause 305 of MORT&H specifications. (HSR 17.6)
Note:- Compensation for earth w ill vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is required to be clearly stated in the cost estimate.
2720
-
-
Water Bound Macadam Gr I
Water Bound Macadam Grading I with screening Type 'A'
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-1 0 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the
interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications. (HSR 17.22.2)
244
-
-
Water Bound Macadam Grading -II
Water Bound Macadam - II with Screening Type 'A' / Type B
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-1 0 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the
interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications. (HSR 17.23.2)
244
-
-
Tack Coat
Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per
technical clause 503 of MORT&H specifications. (HSR 17.26.2)
2230
-
-
Bituminous Macadam 50 to 75 mm thickness (grading II) with batch type hot mix p lant 100 · 120 TPH
Providing and laying bituminous macadam 50-75 mm thick with Batch type hot mix plant 100-120 TPH using crushed aggregates of specified grading premixed with bituminous binder VG - 30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501. 7 to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications
Grading II (19 mm nominal size) (HSR 17.27.2)
170
-
-
Open - Graded Premix Surfacing 20 mm U,ickness
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 10 @ 1.46 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications (HSR 17.33.1)
2230
-
-
Type B with VG -10 bituminous binder Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kg/sqm laid to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. (HSR 17.36.3)
2230
-
-
Providing and fixing C.I. grating over 100 mm dia rain water pipe, fixed in position, complete in all respects. (NS)
2
-
-
Providing and fixing 6 mm thick High Pressure Laminated (HPL) sheets, at all height, of Green, Century Alstone or Sunderk of approved colour on wall face/column fixed on aluminium tube frame of size 25 mm x 38.10 mm x 2.00 mm @ of 2'-0" C/C (Horizontal/vertical) i/c cost of sealent, tape, rawl plugs, nails, plastic gutties, screws, cutting etc. complete in all respects as per architectural drawing & design. (NS)
16.75
-
-
Providing and fixing at all height University name in English letters made of 3 mm thick acrylic sheet of 14 inch height with LED light including cost of electric wires, connectors, tape, nuts & bolts etc. complete in all resect as directed by Engineering-In-charge. (NS)
40
-
-
Providing and fixing at all height University round Logo of 30" dia made of 3 mm thick acrylic sheet with LED light including cost of electric wires, connectors, tape, nuts & bolts etc. complete in all resect as directed by Engineering-In-charge. (NS)
2
-
-
Providing and fixing G.I. barbed wire fencing (made of wires of TATA make), weighing 13.60 kg to 15.50 kg per 100 metres (Horizontal/ diagonal) and fixed with G.I. wire of 12 gauge or by providing cut including drilling holes in the posts, complete in all respects as directed by Engineer-in-Charge (including the cost of G.I. wire used for binding which shall not be measured for payment but excluding the cost of posts, struts, earth work and concrete which are payable separately) (NS)
1054
-
-
Providing and fixing concertina spiral G.I. wire fencing of 2’-0”/1'-6" dia on Y-shape angle iron posts and barbed wire fencing (excluding cost of angle iron posts & barbed wire fencing) weighing 150 kg to 160 kg per 100 meter, ( of make as approved by Engineering In charge and confirming to IS specifications) fixed with plain GI wire of 16 gauge, complete in all respect as directed by Engineer-in-Charge (plain GI wire used for binding shall be not be measured for payment). (NS)
2578
-
-
Earth filling under floors with dune sand (tiba sand)/earth, brought from outside (any lead), in 15 cm layer including laying, dressing, watering ramming, consolidating, excavation, carriage, loading, unloading and compensation, etc., complete. (NS)
18.5
-
-
Earth filling along with boundary wal/ in open area with dune sand (tiba sand), brought from outside (any lead), in 15 cm layer including laying, dressing, watering ramming, consolidating, excavation, carriage, loading, unloading and compensation, etc., complete. (NS)
2865
-
-
Providing and fixing factory manufactured cement concrete 1:2:4 kerb finished smooth and of size 1’-0” x 1’-0” x 0’-6” of required shape and design fixed at ground level along with road parking, complete in all respect as directed by the Engineer-in-Charge but excluding cost of cement pointing. (NS)
661
-
-
Providing and fixing factory manufactured cement concrete 1:2:4 channel finished smooth and of size 1’-0” x 1’-0” x 0’-3” of required shape and design fixed at ground level along with road, complete in all respect as directed by the Engineer-in-Charge but excluding cost of cement pointing. (NS)
609
-
-
Making 25 mm deep and 6 mm wide groove with cutter machine in cement concrete pavement, complete in all respect as directed by Engineer-In-Charge. (NS)
243
-
-
Earth filling under road with dune sand (Tibba sand) brought from outside (any lead) in 15 cm, layers including laying, dressing, watering, rolling with road roller to specifications/consolidating, excavation, carriage, compensation, loading and unloading, complete in all respect. (NS)
71
-
-
Public health 99 to 142:-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 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:
All kinds of soil Pipes, cables etc, not exceeding 80 metre (HSR 4.16.1.1)
30.48
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 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:
All kinds of soil Pipes, cables etc. exceeding 80 mm metre (HSR 4.16.1.2)
30.48
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:
1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size) (HSR 6.1.2)
1.13
-
-
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: (HSR 6.14.1)
1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size)
0.28
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies (HSR 6.30.3)
2.95
-
-
Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level
Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diaMeters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D kg or more. (HSR 6.33.6)
13.6
-
-
Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc.complete in all respect above plinth level.
Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.
Thermo-Mechanically Treated bars of grade Fe-500D or more (HSR 6.34.6)
20
-
-
Brick work with common burnt clay non-modular bricks of class designation 10 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in :
Cement mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.22.2)
0.52
-
-
Providing and fixing granite stone in all shades 15mm to 18 mm thick in skirting /dado/worktop/risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1 :3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc. (HSR 10.51)
0.81
-
-
Cement Concrete 1 :8:16 Flooring Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. (HSR 10.100.2)
3.82
-
-
12 mm cement plaster of mix :
1 :6 (1 cement: 6 coarse sand) (HSR 11.8.2)
5.78
-
-
Extra for fixing and jointing union couplings in G.I. and W.I. pipelines
20 mm internal diameter (HSR 20.23.2)
1
-
-
Extra for fixing and jointing union couplings in G.I. and W.I. pipelines
25 mm internal diameter (HSR 20.23.3)
1
-
-
Cutting holes up to 23 cm through stone masonry or brick work in cement walls for pipes and making good including repointing, replastering and finishing according to existing finish where required
11.43 cm thick wall (HSR 20.26.1)
1
-
-
Cutting holes up to 23 cm through stone masonry or brick work in cement walls for pipes and making good including repointing, replastering and finishing according to existing finish where required
22.86 cm thick wall (HSR 20.26.2)
2
-
-
Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I. pipelines laid in the ground or inside buildings, including cartage from divisional stores or nearest railway station to site of works
20 mm internal diametre (HSR 20.31.2)
1
-
-
Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I. pipelines laid in the ground or inside buildings, including cartage from divisional stores or nearest railway station to site of works
25 mm internal diametre (HSR 20.31.3)
1
-
-
Making connection with the existing G.I. branch main up to 40 mm size including cutting and threading pipe etc., complete excluding cost of tee and long screw, but including cartage of material to site. (HSR 20.36)
1
-
-
Providing salt glazed stone ware pipes grade 'A' in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 induding the cost of jointing materials as well as carriage, loading, unloading, stacking,
handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. (HSR 21.94.2)
150mm i/d
30.48
-
-
Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1 :5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1 :2:4 benchingb 12mm thick cement plaster 1 :2 with a floating coat of 1 mm thick of neat cement R.C.C. 1 :2:4 slab 100 mm thick/cement concrete topping, 50mm thick: with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per 1.5.1. specification painted with 3 coats of black bitumastic superior paint complete as per standard design.
Size 600 mm X900 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with R.C.C. slab) (HSR 21.84.3)
1
-
-
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 chinaware Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap (HSR 22.1.4)
1
-
-
Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. (HSR 22.15)
1
-
-
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 chinaware Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (HSR 22.22.1)
1
-
-
Providing and fixing white vitreous chinaware flat back half stall urinal of size 580x380x350 mm with white PVC flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required.
Single half stall urinal with 5 litre P.V.C. automatic flushing cistern (HSR 22.26.1)
1
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.
Concealed work, including cutting chases and making good the walls etc.
20 mm nominal outer dia Pipes (HSR 22.86.2)
15.84
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.
Concealed work, including cutting chases and making good the walls etc.
25 mm nominal outer dia Pipes (HSR 22.86.3)
10.66
-
-
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
32 mm nominal outer dia Pipes (HSR 22.87.4)
30.48
-
-
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
25 mm nominal bore (HSR 22.103.3)
1
-
-
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931
15 mm nominal bore (HSR 22.104.1)
1
-
-
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore (HSR 22.108.1)
3
-
-
Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. (HSR 22.109)
5
-
-
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. (HSR 22.181)
500
-
-
Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (HSR 22.209)
1
-
-
Providing and fixing in position best Indian make coat and hat hooks fixed into wall with C.P. brass screws and rawl plugs etc. complete including cutting and making good the walls etc. C.P Brass
Two Way (HSR 22.212.1.2)
1
-
-
Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing.
Single Socket Type B 110 mm old SWR UPVC pipe lines laid complete (HSR 22.222.2.2)
4.57
-
-
Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing.
Single Socket Type B 90 mm old SWR UPVC pipe lines laid complete (HSR 22.222.2.3)
7.62
-
-
Providing and fixing of PVC Floor Trap 3’’ i/dia (90 mm o/dia) outlet of PRINCE/ SUPREME/ SKIPPER make. (NS)
2
-
-
Supply of PVC Gully Trap of 100 mm dia size 4’’ i/dia with cover & frame (Heavy duty) of PRINCE/ SUPREME/ SKIPPER make. (NS)
1
-
-
Supply of CPVC union coupling with brass internals of PRINCE/ SUPREME/ SKIPPER make
20 mm dia size. (NS)
1
-
-
Supply of CPVC union coupling with brass internals of PRINCE/ SUPREME/ SKIPPER make
25 mm dia size. (NS)
1
-
-
Supply of CPVC Control valves/ball valve with brass internals of PRINCE/ SUPREME/ SKIPPER make.
20 mm dia size. (NS)
1
-
-
Supply of CPVC Control valves/ball valve with brass internals of PRINCE/ SUPREME/ SKIPPER make.
25 mm dia size. (NS)
1
-
-
Providing and fixing PVC waste pipe 32 mm i/dia size approximate 3' long (heavy duty) with coupler embedded in wall, complete in all respect. (NS)
1
-
-
Providing and fixing CP grating 5’’ dia size with anti cockroach lock of best quality, complete in all respect. (NS)
2
-
-
Electrical work 143 to 189:-
Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge.
48" (1200mm) (HSR 20.71.1)
2
-
-
Wires and Cables ;-Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required.
1 run of Size 1.50 Sqmm(1/1.40mm) (HSR 23.3.6.1)
285
-
-
Wires and Cables ;-Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required.
1 run of Size 2.50 Sqmm(1.1.80mm) (HSR 23.3.6.2)
50
-
-
COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper
conductor cable in 1.6 mm thick PVC conduit pipe. Group A (HSR 23.4.1.1)
10
-
-
Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe, without separate control switch
Group A (HSR 23.4.3.1)
16
-
-
Wiring in PVC conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as required
Group A (HSR 23.4.4.1)
5
-
-
Wiring in PVC conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin Modular socket and 1 no 15/16 Amp Modular switch required GI Box , modular face plate etc complete as required
Group A (HSR 23.4.5.1)
3
-
-
Supply and erection of PVC CONDUIT ISi marked (Medium) recessed in walVceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 25 mm dia (HSR 23.7.6.2)
20
-
-
Supply and erection of 10.5 cm dia M.S.Fan box including 8 mm dia 30 cm long M.S. Road made into suitable suspension hook and erected in R.C.C. slab for the erection of fan complete with all labour and material required to complete the job. (HSR 23.8.4)
2
-
-
Providing and fixing GI concealed sheet metal boxes with inner and outer face plate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material required for the job complete in all respects
1&2 Modules (HSR 23.8.10.1)
1
-
-
Providing and fixing GI concealed sheet metal boxes with inner and outer face plate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material required for the job complete in all respects
3 Modules (HSR 23.8.10.2)
4
-
-
Pdg. And fixing modular type accessorism of approved make in existing box including fixing and making necessary connections, complete in all respect. 5 amp 1 way switch (HSR 23.8.11.1)
2
-
-
Pdg. And fixing modular type accessorism of approved make in existing box including fixing and making necessary connections, complete in all respect. 15 amp 1 way switch (HSR 23.8.11.3)
2
-
-
Pdg. And fixing modular type accessorism of approved make in existing box including fixing and making necessary connections, complete in all respect. 5 amp Socket (HSR 23.8.11.4)
2
-
-
Pdg. And fixing modular type accessorism of approved make in existing box including fixing and making necessary connections, complete in all respect. 15 amp 6 pin Socket (HSR 23.8.11.5)
2
-
-
Pdg. And fixing modular type accessorism of approved make in existing box including fixing and making necessary connections, complete in all respect.
step type Fan Regulator 2 modules 300 watt (HSR 23.8.11.7)
2
-
-
Pdg. And fixing modular type accessorism of approved make in existing box including fixing and making necessary connections, complete in all respect.
Telephone Socket outlet modular type (HSR 23.8.11.8)
2
-
-
Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work.
4 pole MCCB 6 amp to 100 amp , 25 KA (HSR 23.22.1.9)
2
-
-
Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work
SPN DB Double Door 12 way ( 2 incoming and 10 outgoing) (HSR 23.22.4.3)
1
-
-
Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Single Pole (HSR 23.22.5.1)
8
-
-
Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Double POLE (HSR 23.22.5.3)
2
-
-
Supply and laying of multicore telephone cable conductor size 0.51 mm bright annealed copper conductor PVC insulated and shealed in existing pipe/Channel and making necessary connection complete in all respect upto the entire satisfaction of the Engineer-in-Charge of the work. 2 pair Telephone wire (HSR 23.23.8.1)
20
-
-
EARTHING AND LIGHTENING ARRESTOR
Earthing with GI earth pipe 4.5 m long and 40 mm dia with masonry enclosure on the top etc. as required . (HSR 24.1.1)
3
-
-
Extra for using salt and charcoal / coke for pipe earth electrode as required. (HSR 24.1.2)
3
-
-
Providing and laying earth connections from earth electrode with 4.00 mm G.I. wire in 15 mm dia G.I. pipe from earth electrode as required. (HSR 24.1.11)
15
-
-
Providing and fixing 4.00 mm dia G1. Wire on surface or in recess for loop earthing as required (HSR 24.1.13)
10
-
-
Supply and erection of suitable compression type brass cable glands for underground Cable :-
25 sqmm to 50 sqmm Cable 2 to 4 Core (HSR 24.2.7.3)
2
-
-
Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work .
16 sqmm (HSR 24.2.8.4)
24
-
-
Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work .
25 sqmm (HSR 24.2.8.5)
16
-
-
Supply and errection of Hot Dip Galavanized octagonal pole 3 thichness, with base plate including of nut and bolts and all accessories as supplied by the manufacture including cost of fundation accessories etc. The foundation bolts as per manufacturer design should be hot dipped galanized pole complet of 2 nos. 100 A, 4 pole nature links including connection etc with suitable connection arrangments for 2 no. MCB/ kit kat including cost of RCC 1:1:5:3 for foundation of size 0.7 m x 0.7m x 1.8 m with minimum 8 Nos. 12 mm dia longitudinal MS reinforcement rods with rings of 8 mm dia not more than 200 mm CC for fixing the pole with all labour and material required to complete the job in all respect upto the entire satisfaction of Engineer-in-Charge of the work
7 M long pole with top dia 70 mm and bottom dia 130 mm with base plate of size 220 x 220 x 12mm. (HSR 24.4.8.5)
5
-
-
Supply and errection of double walled corrugated (DWC) HDPE pipe laid 1 meter below ground level including diging and refilling of earth including cost of suitable size socket / cuppler for HDPE pipe including the cost of the labour and material required to complete the job in all respect upto the entire satisfaction of Engineer-in-Charge of the work
HDPE pipe 63/50 mm outer dia/ inner dia (HSR 24.5.2.3)
100
-
-
S/E of PVC unsheathed FRLS copper conductor cable single core 1100 volt grade in existing pipe of suitable size excluding cost and erection of pipe.
Size 1.5 sqmm,.Make:-Havells FRLS,Finolex FRLS,RR Cables FRLS (NS)
20
-
-
S/E of PVC unsheathed FRLS copper conductor cable single core 1100 volt grade in existing pipe of suitable size excluding cost and erection of pipe.
Size 2.5 sqmm.Make:-Havells FRLS,Finolex FRLS,RR Cables FRLS (NS)
50
-
-
Supply installation testingan commissioning of wall free standing floor mounting dust & vermin proof compartmentalized cubical panel made out of 2 mm thick CRCA sheet required hardware 3 mm thick bakelite sheet providing all along the bus bar and cable alley separating switches compartment and supporting suitable channel duly painted by 2 coat of zinc/Red oxide primer followed by 2 coats of powder cating in grey or required shade after rinsing. the panle having PU/Neoprene rubber gasket of not less than 3 mm thickness separate detachable gland plate MS base channel hinged door with inter locking arrangement for equipment/ switch wear.Transparent arcylic sheet shall be provided in front of bus bar compartment to prevent direct access to bus bar bakelite sheet 3 mm thick for separately cable alley to BBC from switch chamber Extended solid copper bars up to cable alleys shall be provided for outgoing connection which shall be paid as extra tiems side walls and cable alley compartments shall be haiving bolted type doors with detachable extension type strcture. the panel will be complete with control wiring ( copper) and fuse protection ( only outer area on all sides shall be measured ) (NS)
5
-
-
Supply and fixing of copper bus bar duly tinned by means of SMC/DMC type insulator high tensile nuts and bolts spring washers fixing go same in existing panel including bending, cutting in required shape and size and insulation with colour coding heat srinkable PVC insulation complete in all respect. (NS)
5
-
-
Pdg. And fixing digital metering equipment for LT cubical panel consisting of 96 mm x 96 mm 0-500 V, meter with selector switch amp. Meter (of required ratio upto 600/5 amp) with selector switch and required C.Ts 3 Nos.. A set of 3 No. phase indication lamps RYB LED (NS)
1
-
-
S/E of LED tube rod ≤20watt double side connections with 4 feet long housing made of CRCA sheet steel with epoxy powder coated white after phosphochromate treatment and 2 nos. lamps push fit type white polycarbonate holders and reflector made of white powder coated CRCA sheet total system lumen of 20watt LED should be ≥2200 or above in cool day light ( 5700K to 6500K ) PF 0.95 , CRI 80 , Avg. life 50000 hours complete with mounting bracket and accessories as required with connections Make Philphis , Havells , wipro , Bajaj ( NS )
6
-
-
Supply of propeller type AC ventilating fan (exhaust fan) with necessary earthing arrangements of fan with shutter complete in all respects Size 300mm(12”) sweep (Heavy Duty) 950 RPM
Make: Orient, Usha, Crompton, Havells. (NS)
1
-
-
Supply & erection of under ground cable 1 mtr laid in underground with sand and bricks with excavtion and refilling of trenches complete with necessary connecitons:- Size 4x25 sqmm (Armoured) (NS)
Make: Havells, Finolex, L S Power, CCI
120
-
-
Supply & erection of under ground cable lose in existing pipe or trenches complete with necessary connecitons:- Size 4x25 sqmm (Armoured) (NS)
Make: Havells, Finolex, L S Power, CCI
130
-
-
Supply & erection of under ground cable lose in existing pipe or trenches complete with necessary connecitons:- Size 4x16 sqmm (Armoured) (NS)
Make: Havells, Finolex, L S Power, CCI
100
-
-
S/E of LED street light of system voltage ≤ 70/72 W IP 66 Multiple LED with lens optics and pressure die-cast aluminium housing for effective thermal management. Total system lumen of ≤ 70 watt LED should be 8400 or above in cool day light (5700K), Lumen efficacy 110 lm/W, Power factor ≥ 0.95, CRI ≥70, Average life ≥50000 hours, complete with all acessories as required with connections. Make Havells , Bajaj , Philips.(NS)
6
-
-
S/E of LED Down lighter of system voltage ≤ 30 W High efficiency long life COB LED mounted on MCPCB. High purity faceted aluminium glossy reflector to enhance the lumen output. Covered with high quality PC Diffuser for uniform light distribution. Fixed into false ceiling with 2 nos. SS springs. Total system lumen of ≤ 30 watt LED should be 3150 lumen or above in cool day light (5700K), Lumen efficacy 100 lm/W, Power factor ≥ 0.95, CRI ≥80, Average life ≥35000 hours, complete with all accessories as required with connections. Make Havells , Bajaj , Philips. (NS)
16
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S/E of Single Arm bracket 1.5mtr Long 40mm dia G.I bracket with suitable seelve as per pole top dia galvanised with all petty material required to complete the job for satisfaction of Enginneer in charge. (NS)
4
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S/E of Double Arm bracket 1.5mtr Long 40mm dia G.I bracket with suitable seelve as per pole top dia galvanised with all petty material required to complete the job for satisfaction of Enginneer in charge. (NS)
1
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Pdg. and fixing of precast RCC (1:1½:3) cable route marker of size 01 mtr. Deep / 0.75 mtr. Width 0.15 mtr. Thick 0.25 mtr. Below top of side wall and proper embedded in wall. The writing words, H.T. cable on three sides of route markers including arrow on two sides with approvrd make of enamel paint of yellow colour including white colour Apex of approved make 6 nos. horizontal strips for tor steel bar 8 mm dia and 6 nos. vertical tor steel bar 12 mm dia as instruction and as entire satishfaction of the Engineer in Charge of the work. (NS)
20
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S/E of PVC pipe of 6 kg. pressure, laid 1 metre below ground level including digging and refilling of the trech completing with joining (NS) Size 80 mm dia
20
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