Haryana Police Housing Corporation Tender
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Costs
EMD
₹ 4,80,000Document Cost
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Description
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Contact
Tender Id
2018_HBC_70506_1Bid Award Id
ViewTender No
2018/HPHC/SEPT-22/ 10Tender Authority
Haryana Police Housing Corporation ViewPurchaser Address
-Website
http://https://hphc.org.in/
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Documents
BOQ Items
Centering and shuttering for flat surfaces sucha as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal (HSR 9.1) (CP 400%)
419.05
85172
40.65
Centering and shuttering for sides and soffits of beams hunchings, girders, bressumers and lintels. (HSR 9.7) (CP 400%)
119.67
36978
61.8
Centring and shuttering for columsn (circular or curved in plan) (HSR 9.10 + CP @ 400%)
1st Storey
21.66
6866
63.4
2nd Storey
5.91
1992
67.4
Centring and shuttering for corbel, parapets, fascias and other similar items, including edges. (HSR 9.11 + CP @ 400%)
35.33
6995
39.6
Shuttering for faces of concrete foundation and foundation beams (vertical or battering) (HSR 9.13) (CP 400%)
568.34
87098
30.65
Cement concrete 1 : 8 : 16 with stone aggregate 40 mm Nominal sie in foundation and plinth. (HSR 10.28 + CP 450%)
146.98
257593
318.65
Cement concrete 1 : 4 : 8 with stone aggregate 40 mm Nominal size in foundation and plinth (HSR 10.39 + CP 450%)
51.66
114533
403.1
Design mix cement concrete of grade M-20 with minimum cement contents 300 kg/cum in foundation and plinth (HSR 10.65) (CP 450%)
112.12
390808
633.75
Design mix cement concrete of grade M-20 with minimum cement contents 300 kg/cum in first storey upto 4 metres above plinth level. (HSR 10.72) (CP 450%)
1st Storey
97.34
342637
640
2nd Storey
3.89
13747
642.55
Damp proof course 40 mm thick of cement concrete 1:1.5:3 using stone aggregate 20 mm nominal size with 2 coats of bitumen 20/30 penetration, at 1.65 kg per sqm laid hot and sanded., as per HSR 10.114 (C.P.@450 %)
20.97
4440
38.5
First class brick work laid in cement sand mortar 1:6 in foundation and plinth., as per HSR 11.2 (C.P.@600 %)
245.07
674960
393.45
First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinthlevel. As per HSR 11.7. (CP @ 600%), 1st storey
302.32
877076
414.45
2nd Storey
7.63
22576
422.7
11.43 cm thick brick wall laid in cement. As per HSR 11.48 (a) (CP@ 600%)
17.4
6711
55.1
Dressed or moulded two brick cornice laid in cement sand mortar 1:4 including 12 mm thick cement plster 1:4 or pointing, as required, as per HSR 11.77 (C.P.@600%)
36.5
4164
16.3
Providing and fixing factory manufactured jali of reinforced cement concrete consisting of Cement, coarse sand and 10mm and down gaugebajri in the ratio of 1:1:2 with 8mm dia for steel. Outer frame of the jali will be 50mm wide and 25mm thick and inner frame of jali will be 25mm wide and 25mm thick with smooth finish as per design approved by the Engineer-in Charge including fixing in position up to any height with cement sand mortar 1:4 complete in all respect. (HSR 11.103 + CP @ 10%)
347.63
248555
650
Terracing consisting of tiles 22.86 cm X 11.43 cm X 3.81 cm, laid over 87.50 mm mud filling, on a layer of 25 mm mud plaster and an other layer of mud mortar for laying the tiles over a polythene film of 100 micron (0.1 mm) thickness with 25 mm thick layer of of fine sand, above and below the polythene film, laid on top of R.C.C., slab, including grouting with cement sand mortar 1:3 and top surface to be left clean. (HSR 13.13+ CP 600%)
174.68
64745
52.95
Top khurra 0.6 m X 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16 (HSR 13.50 + CP 240%)
15
627
12.3
Cement concrete 1:1½:3 gola 10 cm X 10 cm quardrant along junction of roof with parapet wall finished smooth, where specially specified., as per HSR 13.64 (C.P.@ 240%)
58.52
1200
6.03
P/F PVC rainwater pipe, 6 Kg presure of ISI mark in cement mortar during masonary work, as per HSR 13.89(C.P.@ 20%)
a) 100 MM dia PVC pipe 6 kg. presure
70.1
15310
182
Providing and fixing PVC bend ISI mark, as per HSR 13.90(C.P.@ 20%)
a) 100 MM dia PVC Bend
30
3506
97.4
Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.1 + CP 400%)
177.19
32736
36.95
Dry brick-on-edge paving sand grouted over 50 mm thick rammed brick aggregate 40 mm gauge (HSR 14.21 + CP @ 600%)
2172
662894
43.6
Precast chequered tiles of 20 mm thickness In ordinary grey cement without chips laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry between joints and over the base in floors, treads of steps and landings., as per HSR 14.45+ note (C.P.@ 400%)
18.14
10111
111.48
Providing and fixing vitrified tiles of size 600x 600mm of approved make in flooring laid in any pattern as spcefied over base of 20mm thick cement coarse sand mortar 1:3 and jointed with while cement slurry mixed with pigment to match the shade to tiles. NOTE:- Tile shall be of premium quality(first qualit) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT, JOHNSONS & RAK. (HSR 14.89 (-) CP 15%)
141.67
111304
924.3
Providing and fixing Vitrified tiles of size 600x600mm of approved make in skirting /dado 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 matyh the shade to tiles. NOTE:- Tile shall be of premium quality(first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT, JOHNSONS & RAK. (HSR 14.90 (-) CP15%)
9.69
7658
929.8
Providing and fixing ceramic tiles/ anti skid tiles of size of size 400mm x 400mm or above size of approved make in floors, laid in any pattern as specified over base of 20mm thic cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. NOTE:- Tile shall be of premium quality(first qualit) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT, JOHNSONS & RAK. (HSR 14.91 (-) CP15%)
11.1
5887
624
Providing and fixing 1st quality ceramic glazed wall tiles confirming to I.S 15622 (thickness to be specified by the manufacture) of approved make in all colors, shades except burgundy, bottle green black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12mm thic bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including pointing in white cement mixed with pigment of matching shades complete. b) size of ceramic Glazed tiles 300mmx 450mm (HSR 14.92(b) + CP Nill)
332.46
215484
648.15
12 mm thick cement plaster 1:4. HSR 15.5 + CP 500%)
1st Storey
3678.91
280333
12.7
2nd Storey
107.35
8296
12.88
12 mm thick cement plaster 1:6, as per HSR 15.7(C.P.@ 500%)
1st storey
113.2
7233
10.65
15 mm thick cement plaster 1:4 on the rough side of single or half brick wall (HSR 15.10 + CP 500%)
1st Storey
291.43
27365
15.65
2nd Storey
90.36
8582
15.83
15 mm thick cement plaster 1:6 on the rough side of single of half brick wall, as per HSR 15.12 (C.P.@500%)
831.02
65318
13.1
10 mm thick cement plaster 1:4 HSR 15.52 + CP 500%)
241.42
18324
12.65
Cement rendering on plaster 1 mm thick. (HSR 15.75 + CP @ 500%)
1137.2
28999
4.25
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 16.1 + CP 230%)
105.57
1603
4.6
Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc. 1st Quality (HSR 16.2 + CP 230%)
105.57
1306
3.75
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 16.3 + CP 230%)
4754.42
147482
9.4
Applying priming coat with metal primer on New steel or iron work including preparation of surface.(HSR 16.9 + CP 230%)
4648.85
48325
3.15
Distempering with washable oil bound distemper (of approved manufacture) two coats on new work.(HSR 16.58+ CP 230%)
1563.76
46960
9.1
Pdg. Two coats of exterior acrylic emulsion paint (HSR 16.79(b) + CP Nill%)
4168.05
203192
48.75
Providing and applying two coats of white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete (HSR 16.81 + CP 230%)
5731.81
214685
11.35
Supplying and fixing hydraulic door Closer, I.S.I mark, with necessary Screws, etc., complete- (HSR 17.82 + CP 300%)
c) I.S.I designation no. III (size of door 851 mm to 1000 mm)
8
6928
216.5
Factory manufacture solid flush door and Shutters, with block board core as per I.S. No. 1659-1969 bonded with water poof type phenol formal dehyde synthetic resin, hot-pressed, conforming to I.S. 2202 part I and II, fixed in positon includeing iron hinges, screws, chocks/cleats and stops etc. (excluding the cost of any fittings other than specified above, but including labour for fixing the same in position) (a) commercial veneering with vertical grains or corss bands and face veneer on both sides commercial facing with laminated core and lipped edges:- HSR 17.93-17.18 note(ii) + CP 165%)
25mm thick
17.98
18447
387.15
35mm thick
26.01
30062
436.15
P/F aluminium works for doors & windows ventilators & partition with extruded built up std. tubular sections / appropraiate Z section and other sections of approved make conforming to IS, 733 and IS :1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners i/c necessary filling up of gaps at junctions, at top, bottom and sides with reqd. neoprene felt etc. aluminium sections shall be smooth, rust free straight mitred and jointed mechanically wherever reqd. i/c cleat angle. Alumin snap beading for glazing / pancilling C.P. brass / stainless steel screws etc. complete (HSR 17.96 + note(i) + CP15%)
289.86
89568
268.7
Providing and fixing 12mm thick prelaminated particle board flat pressed three layers or graded wood particle conforming to IS 12823 I grade II in paneling fixed in aluminimum doods. Windows shutters and partition frames with c.p. brass/stainless steel scrwes etc. complete. (HSR 17.97 + note(i) + CP 5%)
b)Pre-laminated particle board with decorative laminated on both slide.
3.9
3195
780.3
Providing and fixing glazing in aluminium door, windows, ventilator shutter and partitions etc. with PVC / neoprene gasket etc. complete (cost of aluminium snap beading shall be paid in basic items.) (HSR 17.98(b) + CP 15%)
b) With float glass panes of 5.0 mm thickness.
17.84
14361
700
Iron-grated doors, including pintle hinges and arrangements. as per HSR 18.11 (C.P.@500%)
26.88
197503
1224.6
Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position (HSR 18.12 + CP 500%)
165.25
1031507
1040.35
Supplying, hoisting and placing in position tubular trusses including runners, purlins, consisting of steel tubes conforming to I.S. specifications of tested quality duly welded with fillet welds 6 mm thick through-out including wind bracing. Open end of pipe sealed with 3 mm thick plate including the cost of nuts and bolts where bolts connections are specified at flange joints including one coat of ready mixed red oxide zink cromate primer of approved quality assembling and fixed in positon complete in all respect. (HSR 18.14 + CP 500%)
571.71
4401538
1283.15
Fe 500 EQR/tor steel) bars for R.C.C. works/tor steel) bars for R.C.C. works, where not included in the complete rate of R.C.C including bending, binding and placing in positon complete. HSR 18.22(C.P.@ 500%)
115.85
637441
917.05
Suppling and fixing glass panes including special metal sash putty of approved make (HSR 18.30+ CP 500%)
b) glass panes 4 mm thick
44.59
30874
115.4
Suppling and fixing glass panes including special metal sash putty of approved make (HSR 18.30+ ch 17 note v, CP 0%) (derived rate)
glass panes 4 mm thick
3.65
2695
738.4
Pressed steel sheet frams ( chowkats), consisting of 2mm thick steel sheet of the specified section, including iron lugs ( hold fasts), iron hinges , confirming to P.W.D. specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts, and finished with one coat of ready-mixed paint red lead non-setting primer, of approved quality, fixed in position including the cost of cement concrete 1;3:6 for filling in the frame, and cement conc. for lugs complete (HSR 18.34 + CP 500%)
b) Door and window frame of size 76 mm X 38 mm with 35 mm wide single rebate
48.77
17148
58.6
c) Door and window frame size 127 mm X 50 mm with 40 mm wide double rebate
211.46
97441
76.8
d) door and window frame of size 114 mm X 50 mm with 40 mm wide double rebate.
24.08
10077
69.75
TOTAL HSR CIVIL PART
-
-
-
DSR PART
-
-
-
Add for using extra cement in the items of design mix over and above the specified cement content therein. (DSR 5.35)
106.67
71762
672.75
Providing and fixing aluminium fittings, ISI marked anodised (Powder coated)
Note:- no extra payment will be made for powder coating
Tower bolt 200 x 10mm (DSR 9.97.3)
20
1523
76.15
Tower bolt 150 x 10mm (DSR 9.97.4)
84
5401
64.3
Tower bolt 100 x 10mm (DSR 9.97.5)
28
1378
49.2
Handles 125mm (DSR 9.100.1)
64
3270
51.1
Handles 100mm (DSR 9.100.2)
16
722
45.1
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 equired colour and shade, with necessary screws etc. complete. (DSR 9.101)
16
608
38
Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete.
Twin rubber stopper (DSR 9.114)
Double strip (horizontal type)
24
516
21.5
TOTAL (DSR PART)
-
-
-
CIVIL (NS PART)
-
-
-
Earth Filling with the earth brought from outside the campus irrespective of any lead, including laying in 15cm layers, watering, compacting and consolidating complete in all respect & to the full satisfaction of engineer in charge (NS)
4219.98
797576
189
P/F in position pre-polished granite stone 18mm thick, brown shade over 12mm thick cement mortar 1:3 finished with polished complete
46.4
141798
3056
Providing and fixing MS rod 8mm fully threaded with nut bolts and washer inserted in aluminum sections, window & door shutters, complete in all respect.
79.25
10778
136
Providing and fixing 25 mm thick finished red sand stone both side slightly rounded for partition and shelves in Cupboard.
30.48
22982
754
P/F of ACP sheet 3mm thick complete in all respect
9.29
18096
1948
Providing and fixing RCC benches complete in all respect
4
23768
5942
Providing & fixing in position SS 20mm dia hanging rod (oval shape) heavy quality i/c SS wall to wall clamp complete in all respect
28.04
7626
272
P & F stainless steel wire mess jali of 22 gauge, clear aperture 1.4mm in 304 grade in aluminium door & window in aluminium section including PVC/Neoprone gasket & Labour for fixing (excluding the coast of beading, channel etc, the same will be paid in aluminium work (NS item)
26.94
21552
800
Cutting chase in bricks walls in cement for embedding tile skirting complete in all respect
96.32
2547
26.45
Making corbelling of RCC 1:1.5:3 i/c centering and shuttering but excluding reinforcement steel
25.15
7871
313
Applying 12mm thick plastering in CM 1:4 on corbelling complete in all respect to the entire satisfaction of EIC.
433.73
51613
119
P/F of coat hook for hanging of cloth complete in all respect
4
302
75.7
Extra for nosing in marble stone for treads
100.28
11030
110
Providing and fixing 2mm thick Acrylic sheet on toilet flush door etc complete in all respect
7.15
7622
1066
Making and cutting hole 100mm to 125mm dia in RCC through core cutting machine complete in all respect.
2
1380
689.9
Providing and fixing stainless steel railing and grills of standard size and designs desired by Engineer in charge made of 304 grade i/c fixing at site finishing complete i/c cost of all required accessories complete in all respect.
50
26600
532
Providing & Fixing aluminium fittings for door and windows shutters with stainless steel or C.P brass screws of required size complete.
Sliding Bolt 150 x 12mm
10
1200
120
Sliding bolt 200 x 16mm
8
1517
189.7
I Hook
24
240
10
Folding Handle
24
2040
85
S/F of hi-rib profile sheeting 1000-1020mm cover width 28-30mm crest @ 200-150mm manufactured out of 0.5mm TCT hi-tensile bare galvalum sheet (Az=150gm aluminium zink alloy) metallic coating sheet
2173.86
1252143
576
Applying priming coat with exterior primer before provided weather shield exterior paint on outer walls on plastered/Brick surface (NS item)
5731.81
147308
25.7
Providing & fixing Chaff Cutter machine heavy duty steel, Make Crystal machine complete in all respect
1
53992
53992
Supply and lowering of 3.00 HP Motor complete in all respect.
1
16438
16438
P/F electric water pump assembled with 2 HP capacities with all accessories complete in all respect.
1
16457
16457
TOTAL CIVIL (NS PART)
-
-
-
HSR PH PART
-
-
-
Excavation for pipelines running under pressure in trenches and pits, in open areas, where disposal of surplus earth is done alongwith the alignement including trimming & dressing sides, levelling of beds of trenches to correct grade, cutting joints holes, cutting trees and bushes, etc., complete in all respect. (HSR 6.8 + CP 370%)
a) Without timbering and shorting upto 1.5 metres depth
200.93
9727
1030
Cement concrete 1 : 4 : 8 with stone aggregate 20 mm Nominal size in foundation and plinth. (HSR 10.38 + CP @ 450%)
40.19
92839
420
Design mix cement concrete of grade M-20 with minimum cement contents 300 kg/cum in foundation and plinth (HSR 10.65) (CP 450%)
13.69
47718
633.75
Cutting holes upto 23cm through stone masonary or brick work in cement walls for pipesw and making good including repainting replastering and finishing according to existing finish where required (HSR28.24 + CP300%)
a) 11.43 cm thickness of the walls
15
840
14
b) 22.86 cm thickness of the walls
20
1628
20.35
BAILING OUT WATER FROM THE TRENCHES FOR MAKING NEW CONNECTIONS IN FULLY CHARGED PIPE-LINES including cleaning, trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge as per HSR 28.47 (CP @ 300%) SIZE OF THE MAIN WITH WHICH CONNECTION IS TO BE MADE:- upto 200 mm internal diameter.
4
1080
67.5
Providing & fixing in brass / gun metal ferrule by drilling & taping cast iron / D.I/ G/I pipe linesof all diameters & making connections etc. complete. (HSR 28.54) (C.P.10%)
10mm dia ferule
4
678
154
Providing and fixing STEEL BAR EMBEDDED PLASTIC STEPS OF SIZE 263 MM X 165 MM of orange colour, conforming to specifications, in pump chambers, manholes etc.having minimum 3mm thick Polypropylene polymer conforming to IS:10910 encapsulated on 12mm dia ribbed steel bars per IS:1786 (HSR 29.28)(CP 120%)
45
8910
90
CONSTRUCTING BRICK MASONRY INSPECTION CHAMBER SIZES AS GIVEN BELOW UPTO 0.60 METRE AVERAGE DEPTH in cement Mortar 1:5 LIME CONCRETE with 40 percent lime mortar 2:3 in foundation Cement mortar 1:2:4 BENCHING 12 mm 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/CC/ TOPPING 50 mm THICK WITH 455 MM x 455 MM X 610MM INSIDE LIGHT DUTY C.I. INSPECTION CHAMBER COVER AND FRAME Weight as per I.SI. specification painted WITH 3 COATS OF black bitumastic superior paint complete as per standard design. (HSR 29.84) (CP 450%)
a) Size 450 mm x 450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 40 kg with C.C. topping )
5
11385
414
b) Size 450 mm x 600 mm inside (with 455 mm x 610 mm cover and frame light duty single seal Pattern 1 weighing 38 kg with C.C. topping )
10
32010
582
Providing salt glazed stoneware pipe grade in standard length of 600 mm each pipe marked with IS 651 and their lowering cutting jointing and testing as described in Hsr item no 29.38 29.39 29.40 i/c the cost of jointing material as well as carriage loading unloading stacking handling rehandling etc complete in all respect to the satisfaction of the EIC(HSR 29.95)(CP5%)
b) 200mm
91.44
24291
253
PROVIDING AND FIXING IN POSITION INDIAN MAKE (ORDINARY) LAVATORY SUITES Consisting of Lavatory in VITREOUS CHINAWARE size as given Below (to the approval of the Engineer-in-charge) including china plug for tap hole where necessary; R.S or C.I BRACKETS for building into wall including Painting; 32 mm C.P BRASS WASTER WITH C.P brass chain and rubber plug; 15 mm C.P BRASS SCREW DOWN PILLAR TAP WITH Jamnuts or couplings best design ( as approved by the Engineer- In-charge) ALL FITTINGS BEST INDIAN MAKE and; to the approval of the Engineer-in-charge. ALL brass work chromium plated and COMPLETE in all respects INCLUDING cutting and MAKING GOOD THE WALLS FLOORS AND PAINTING OF FITTINGS ETC. ALL brass work chromium plated and COMPLETE in all respects INCLUDING cutting and MAKING GOOD THE WALLS FLOORS AND PAINTING OF FITTINGS ETC.(HSR 30.41(a)(CP 340%)
iv) Size 550 mm x 400 mm with one no. tap
1
1791
407
Providing and fixing in position Indian make Pedestal fittings of vitreous Chinaware complete as required by the( Engineer- in- Charge) as per HSR30.44 (i) (C.P.@340%)
1
1227
279
PROVIDING AND FIXING IN POSITON BEST INDIAN MAKE CHROMIUM PLATED BRASS 2ND TRAP FOR LAVATORY SUITE -d) C.P brass telephonic shower, as per HSR 30.45 (C.P.@ 340%)
1
404
92
PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE SHOWER WITH 15 OR 20 I/D INLET. (HSR 30.66) (CP 340%) c) C.P brass with revolving joint.
1
537
122
PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE TOWEL RAILS FIXED in with rawlslugs embedded in walls with C.P brass screws. Complete in all respect INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. (HSR 30.68) (CP 340%) a) 25 MM DIA C.P BRASS ADJUSTABLE
ii) 600 mm long.
1
268
61
Providing and fixing in position best Indian make Soap dish fixed into wall with C.P brass screws and complete in all respects including cutting and making good the wells etcs. ( HSR 30.70) (CP 340%) a) C.P BRASS
ii) Soap dish small
2
409
46.5
Providing and fixing in position 15 mm i/d C.P brass bib Cocks of best quality (as required by Engineer-in-charge) Long nose (HSR 30.75) (CP 340%) a) Bib cock long body
5
2552
116
c) Bib cock short body
15
6600
100
Providing and fixing in position C.P brass stop cocks (as Approved by the Engineer-in-charge) (HSR 30.76) (CP 340%) a) 15 MM STOP COCK
i) Stop cock male and female end
10
4444
101
ii) Concealed stop cock with flange.
3
1716
130
PROVIDING AND FIXING LEAD INLET CONNECTION WITH BRASS UNION FOR FLUSHING AND WARNING PIPES COMPLETE IN ALL RESPECTS. (HSR 30.93(C ))(CP 300%)
c) 15mm alkahene pipe inlet connection
10
420
10.5
CUTTING CHASE IN BRICK WALLS IN CEMENT OR IN FLOOR FOR EMBEDDING G.I OR H.C.I PIPE LINES AND MAKING GOOD THE SAME TO ITS ORIGINAL CONDITION (HSR 30.95(c) (CP 340%)
c) Size 75 mm x 50 mm
30.48
536
4
PROVIDING AND FIXING IN POSITION AUTOMATIC BRASSBALL VALVES IN TANKS (HSR 30.110(b)(CP 340%)
b) WITH PLASTIC BALL
ii) 20 mm internal diameter
6
1267
48
PROVIDING AND FIXING IN POSITION GULLY TRAPS FIXED IN CEMENT CONCRETE 1:4:8 complete WITH H.C.I GRATING 150 MM X 150 MM CAST IRON COVER WEIGHING APPROXIMATELY 7.26 KG AND FRAME CLEAR OPENING 300 MM X 300 MM and outside size 330 mm x 330 MM AND CHAMBER INCLUDING cost of all brick work in CEMENT MORTSAR 1:5 CEMENT CONCRETE 1:8:16 IN FOUNDATIONS AND CEMENT CONCRETE 1:2:4 IN COPING around C.I cover and frame etc. WITH THREE COATS of black bitumastic superior PAINT of approved manufacture on all C.I work AS PER STANDARD DESIGN, minimum depth of water should be 150 mm with a minimum seal 50 mm. (HSR 30.114) (CP 0%) derived rate
c) 150 mm internal diameter S.W. gully trap
4
3914
978.6
Providing and fixing HDPE WATER STORAGE TANKS of Sintex, Diplast, O.K Supreme make with covers/ lids marked with IS: 12701 on roof top of buildings including cost of hoisting and placing in position, making connections with inlet and outlet pipes, providing overflow & scour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respects to the satisfaction of Enginer in charge. (HSR 30.119) (CP 0%) 500 Ltrs.
4
10728
2682
1000 Ltrs.
2
10526
5263
TOTAL HSR PH PART
-
-
-
PH (DSR PART)
-
-
-
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: (DSR 17.1)
White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
1
3494
3494.2
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (DSR 17.28) Semi rigid pipe
32mm dia
4
302
75.6
40mm dia
2
162
81.4
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (DSR 18.10)
15 mm dia nominal bore
60.96
11362
186.4
20 mm dia nominal bore
274.32
61488
224.15
25 mm dia nominal bore
121.92
30217
247.85
32 mm dia. nominal bore
30.48
9398
308.35
40 mm dia. nominal bore
30.48
12013
394.15
50 mm dia. nominal bore
137.16
64794
472.4
Providing and fixing gun metal gate valve with C.I. wheel/Arm of approved quality (screwed end) : (DSR 18.17)
20 mm nominal bore
30
11896
396.55
25 mm nominal bore
20
8564
428.2
32 mm nominal bore
5
2503
500.75
40 mm nominal bore
5
2923
584.7
50 mm nominal bore
10
7499
749.9
Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete
wherever required : (DSR 18.47)
15 mm nominal bore.
12
4394
366.2
20 mm nominal bore
30
11683
389.45
25 mm nominal bore
16
6788
424.3
32 mm nominal bore.
5
2295
459.15
40 mm nominal bore.
5
2586
517.2
50 mm nominal bore.
5
3414
682.85
Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. (DSR 18.53A)
30
1242
41.4
Add extra cement used in item DSR 5.35
6.85
4608
672.75
TOTAL PH (DSR PART)
-
-
-
NS PART PH
-
-
-
P&F in position G.I HOOKS for GI Pipe line complete. (NS item)
50
500
10
Pdg. & fixing SWR UPVC pipe classic type ‘B’ and specials ISI marked (Kissan, Prince, Finolex make) including fitting joint solvent mixture complete in all respect- Pipe 90mm dia outer
231.65
47024
203
Special for 90mm dia pipe
i) Cowel
5
127
25.4
ii) Clamp
5
140
28
iii) Bend
15
1364
90.95
iv) Socket
5
364
72.9
v) Single Junction
5
705
141.15
vi) Door Tee/ Plain Tee
5
1055
211
vii) Floor trap
5
544
108.85
110mm dia Pipe
210.31
66447
315.95
Special for 110 mm dia pipe i) Cowel
5
146
29.25
ii) Clamp
5
144
28.8
iii) Bend
15
1602
106.85
iv) P- trap
5
1349
269.8
v) Door bend
5
2110
422
vi) Socket
5
432
86.55
vii) Tee
5
1190
238
P &F in position openable CP S.S jali of Heavy quality, 100mm dia of standard make approved by engineer in-charge complete in all respect. (Viking make) (NS item)
20
4000
200
Providing and fixing CP Brass flange complete (NS item) with drange board
35
1225
35
Providing & fixing EWC in position wall hung water closet, White colour, “Sahara range” (Parryware) walvit pan complete with all respect i.e. seat cover, jet spray, Tee size 110 x 110 x 110mm, Rubber ring, Push cock, as per fully satisfaction of Engineer-in-charge.
1
8100
8100
P/F in position 1'-0" long CP shower arm
1
187
187.8
Providing and Fixing in position C.P. Swan Neck Pillar cock on counter wash basin i/c making hole in slab and marble make Jaquar, Continental Model No. 167KND
2
2681
1340.9
P&F in position oval shaped under / over counter wash basin make CERA including cost of 32mm dia C.P. waste complete in all respect.
2
4122
2061
TOTAL PH (NS PART)
-
-
-
HSR ITEMS (ROAD WORK)
-
-
-
Shuttering for faces of concrete foundation and foundation beams (vertical or battering) (HSR 9.13) (CP 400%)
262.35
40205
30.65
Cement concrete 1 : 6 : 12 with stone aggregate 40 mm Nominal size in foundation and plinth., as per HSR 10.32(C.P.@ 450%)
510.73
978239
348.25
Design mix cement concrete of grade M-20 with minimum cement contents 300 kg/cum in foundation and plinth. as per HSR 10.65 (C.P.@450%)
447.71
1560549
633.75
Preparation of sub grade, including trenching, rough dressing of spoil final dressing of earth, to given levels and camber, watering, rolling with road roller, and compacting the bed, as per HSR 24.1 (C.P.@ 370%)
3835.47
16665
92.45
TOTAL HSR PART (ROAD WORK)
-
-
-
ROAD (DSR PART)
-
-
-
Add for using extra cement in the items of design mix over and above the specified cement content therein. (DSR 5.35)
223.85
150595
672.75
TOTAL ROAD (DSR PART)
-
-
-
NS PART (ROAD WORK)
-
-
-
Finishing of the laid cement concrete with vacuum dewatering system, surface vibrator and fine trowel complete in all respect (Trimix)
4022.76
241365
60
Making groove 4mm wide and 50 mm deep in flooring complete in all respect
2100.68
58819
28
TOTAL NS PART- ROAD WORK
-
-
-
BOUNDARY WALL (HSR PART)
-
-
-
Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. (HSR 6.6 + CP 425%)
68.39
3979
1108.1
Earth filling under floors with surplus soil, excavated from foundation and taken only from outside the building plinth, in 15 cm layers, including ramming watering and consolidating lead upto 30 metres. (HSR 6.13a + CP 370%)
45.55
735
343.4
Centering and shuttering for sides and soffits of beams hunchings, girders, bressumers and lintels. (HSR 9.7) (CP 400%)
158.86
49087
61.8
Centering and shuttering for columns (square of rectangular or polygonal in plan) (HSR 9.9) (CP 400%)
341.48
84430
49.45
Shuttering for faces of concrete foundation and foundation beams (vertical or battering) (HSR 9.13) (CP 400%)
343.99
52716
30.65
Cement concrete 1 : 8 : 16 with stone aggregate 40 mm Nominal sie in foundation and plinth. (HSR 10.28 + CP 450%)
17.1
29969
318.65
Design mix cement concrete of grade M-20 with minimum cement contents 300 kg/cum in foundation and plinth (HSR 10.65) (CP 450%)
54.58
190245
633.75
Design mix cement concrete of grade M-20 with minimum cement contents 300 kg/cum in first storey upto 4 metres above plinth level. (HSR 10.72) (CP 450%)
50.33
177162
640
First class brick work laid in cement sand mortar 1:4 in foundation and plinth. (HSR 11.4 (C.P.@ 600 %)
32.64
97012
424.6
First class brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level. (HSR 11.9 (C.P.@ 600 %)
65.29
203652
445.6
12 mm thick cement plaster 1:4. HSR 15.5 + CP 500%)
845.88
64456
12.7
15 mm thick cement plaster 1:4 on the rough side of single or half brick wall (HSR 15.10 + CP 500%)
749.25
70355
15.65
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 16.3 + CP 230%)
154.17
4782
9.4
Applying priming coat with metal primer on New steel or iron work including preparation of surface.(HSR 16.9 + CP 230%)
154.17
1603
3.15
Pdg. Two coats of exterior acrylic emulsion paint (HSR 16.79(b) + CP Nill%)
1595.13
77763
48.75
Providing and applying two coats of white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete (HSR 16.81 + CP 230%)
1595.13
59746
11.35
Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position (HSR 18.12 + CP 500%)
41.1
256550
1040.35
Fe 500 EQR/tor steel) bars for R.C.C. works/tor steel) bars for R.C.C. works, where not included in the complete rate of R.C.C including bending, binding and placing in positon complete. HSR 18.22(C.P.@ 500%)
106.82
587756
917.05
Add for using extra cement in the items of design mix over and above the specified cement content therein. (DSR 5.35)
52.45
35285
672.75
Applying priming coat with exterior primer before provided weather shield exterior paint on outer walls on plastered/Brick surface (NS item)
1595.13
40995
25.7
TOTAL (BOUNDARY WALL)
-
-
-
CULVERT PART
-
-
-
Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. (HSR 6.6 + CP 425%)
20.87
1214
1108.1
Earth filling under floors with surplus soil, excavated from foundation and taken only from outside the building plinth, in 15 cm layers, including ramming watering and consolidating lead upto 30 metres. (HSR 6.13a + CP 370%)
13.9
224
343.4
Centering and shuttering for flat surfaces sucha as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal (HSR 9.1) (CP 400%)
27.87
5665
40.65
Centering and shuttering for sides and soffits of beams hunchings, girders, bressumers and lintels. (HSR 9.7) (CP 400%)
5.11
1578
61.8
Centring and shuttering for columns (square or rectangular or Polygonal in plan)) (HSR 9.9 + CP @ 400%)
23.78
7538
63.4
Shuttering for faces of concrete foundation and foundation beams (vertical or battering) (HSR 9.13) (CP 400%)
24.71
3787
30.65
Cement concrete 1 : 8 : 16 with stone aggregate 40 mm Nominal sie in foundation and plinth. (HSR 10.28 + CP 450%)
9.45
16562
318.65
Design mix cement concrete of grade M-20 with minimum cement contents 300 kg/cum in foundation and plinth (HSR 10.65) (CP 450%)
4.09
14256
633.75
Design mix cement concrete of grade M-20 with minimum cement contents 300 kg/cum in first storey upto 4 metres above plinth level. (HSR 10.72) (CP 450%)
11.45
40304
640
First class brick work laid in cement sand mortar 1:4 in foundation and plinth. (HSR 11.4 (C.P.@ 600 %)
15.49
46039
424.6
First class brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level. (HSR 11.9 (C.P.@ 600 %)
12.74
39738
445.6
12 mm thick cement plaster 1:4. HSR 15.5 + CP 500%)
74.66
5689
12.7
15 mm thick cement plaster 1:4 on the rough side of single or half brick wall (HSR 15.10 + CP 500%)
53.01
4978
15.65
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 16.3+CP 230%) Ist quality
27.4
849
9.4
Applying priming coat with metal primer on New steel or iron work including preparation of surface. (HSR 16.9+CP 230%) Ist quality
27.4
284
3.15
Pdg. Two coats of exterior acrylic emulsion paint (HSR 16.79(b) + CP Nill%)
127.67
6224
48.75
Providing and applying two coats of white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete (HSR 16.81 + CP 230%)
127.67
4782
11.35
Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position (HSR 18.12 + CP 500%)
6.83
42634
1040.35
Fe 500 EQR/tor steel) bars for R.C.C. works/tor steel) bars for R.C.C. works, where not included in the complete rate of R.C.C including bending, binding and placing in positon complete. HSR 18.22(C.P.@ 500%)
1.5
8253
917.05
Applying priming coat with exterior primer before provided weather shield exterior paint on outer walls on plastered/Brick surface (NS item)
127.67
3281
25.7
TOTAL (CULVERT PART)
-
-
-
TUBE WELL (HSR PART)
-
-
-
Supplying & jointing three core flat cables of Finolex, Polycab, Ecao & Bunton with bare bunched copper conductor insulated and sheathed with PVC for submersible pump motors with voltage grade 1100 volts marked with IS: 694 : 1990 including cost of jointing materials as well as carriage, loading, unloading etc. complete in all respect to the satisfaction of Engineer-in-Charge (HSR 31.59) (CP 0%) CAPACITY OF MOTOR:-22.00 KW TO 36.00 KW Size of cable 10.00 Sqmm (Copper)
110
26400
240
Supplying GI pipes class B marked with iS: 1239 in 3.05 M Length, their threadig and welding with flanges (heavy duty) on both sides, jointing with nuts and bolts 638 jointing with pumping machinery and lowering into tubewells & testing including carriage, laoding, unloading etc complete in all respects to the satisfaction of Engineer in charge. (HSR 28.52) (CP 10%) 100mm dia.
14
33048
2146
Supply and erection of under ground cable, loose in existing pipe or trenches complete with necessary connections:- (HSR 31.26) (CP @ 0%) 25mm sqmm 3.5 core (Armored)
30
1497
49.9
Providing and fixing RUBBER SHEET 3MM THICK MARKED WITH IS: 638 FOR jointing flanged pipes, specials etc including making of holes etc. complete in all respects to the satisfaction of Engineer in charge. (HSR 28.51) (CP 10%) a) For pipe size 100mm i/d
15
214
13
TOTAL (TUBE WELL HSR PART)
-
-
-
TUBE WELL ( NS PART)
-
-
-
Drilling as specified below by percussion of cum rotary drill any other method as per ISI specification no. IS-2800-1991 Part-1,(with upto date amendments) but modified to the extent of the specification attached with this schedule of items of work in all kinds of soil, including the cost of all consumable stores material, Fuel, Oil, Soil establising material and transportation set of rig an contingent equipment to the site of proposed bore and back including lowering of all sizes of casing pipes, while boring, extracting the same against earth friction after lowering liner assembly pipe i.e casing pipe etc. complete in all respect. a) Drilling minimum dia of 600mm Bore drilling from 0 M upto 120 M below ground level.
141.12
179928
1275
Providing & fixing in position suitable bail plug with hook of 219.10mm as per IS-226-1975 (with upto date amendments) including the cost of M.S screwed sockets etc. complete in all respect of the entire satisfaction of E.I.C
1
400
400
Supply and lowering of 200 mm nominal dia (outer dia 225 mm minimum ) UPVC medium well casing pipes (CM) with wall thickness 5mm to 12.5 mm conferming to IS 12818 with a male threads at spigot end and female threads at the socketed end. The maximum outer dia at the conection shall (not exceed 228 mm . The scalling rings to be used while jointing the pipes shall not be of natural rubbar but confirming to IS 5283:985 including the cost of material, labour , T&P, testing sampling etc. as per direction of EIC . a) Length from 0mtrs to 110mtrs below ground level.
36.57
67581
1848
Supply and lowering of 200 mm nominal dia (outer dia 225 mm minimum ) UPVC medium well casing pipes (CM) with wall thickness 5mm to 12.5 mm conferming to IS 12818 with a male threads at spigot end and female threads at the socketed end. The screen pipe. The maximum outer dia at the conection shall not exceed 228 mm . The scalling rings to be used while jointing the pipes shall not be of natural rubbar but confirming to IS 5283:985 including the cost of material, labour , T&P, testing sampling etc. as per direction of EIC . a) Length from 0mtrs to 110mtrs below ground level.
24.38
46322
1900
Supply, fiixng and lowering reducing socket 250mm x 200mm of PVC with both end threaded complete in all respect.
1
841
841
Supply and lowering of 250 mm nominal dia (outer dia 280 mm minimum ) UPVC medium well casing pipes (CM) with wall thickness 5mm to 12.5 mm conferming to IS 12818 with a male threads at spigot end and female threads at the socketed end. The maximum outer dia at the conection shall (not exceed 228 mm . The scalling rings to be used while jointing the pipes shall not be of natural rubbar but confirming to IS 5283:985 including the cost of material, labour , T&P, testing sampling etc. as per direction of EIC . a) Length from 0mtrs to 500mtrs below ground level.
1
2915
2915
Central guide shall be provided as per the directions of the Engineer in charge. The sample of te central guide shall be got approved from Engineer in charge.
8
3200
400
Supplying & packing graded gravel of size as per IS: 4097-1967 ( with upto date amendments) and specificationd attached with this schedule of item of work. The gravel should be free from dust, dirt or vegetable matters, packing to be done from the housing pipe to the bottom of linear around in the bore and will be placed after linear and housing pipe have been lowered and suitably clamped. thickness and sized of gravel packing will be as direction by the Engineer in charge strictly as per relevant IS code.
32.62
58716
1800
Development of One no. tubewell according to clause 9.3of IS 2800 -1991 (Part-1) with upto date amendments and specification attached or as directed by the Engineer in charge of the work including the cost of all consumable stores fuel oil compresors pumps other tools and plants etc required for the work. a) when development is done by air compressor IM by air compressor or 550 CFM the same shall be done @ 250/PSI.
12.25
13475
1100
Providing and lowering 7.5 HP submersible pump (KSB make)
1
37277
37277
Providing and fixing of box type panel board at site made of 14 gauge MS sheet of size 950x780x300mm supported on angle iron frame with angle iron stand made of 50x50x6mm comprising of star delta fully automatic starter 40 Amp with timer, 3 phase 1 No. MCCB of 10 KVA, 100 Amp (L&T, Havells, GE) 3 phase Kit Kat type 440 Volts 1 No. Voltmeter 0-500 V one no. Amp meter, one no. voltage selector switch, one no. single phase revent, 3 kit kat of 200 ampere, PVC wire 7/16 having length 25 mtr. and 1 No. capacitor of suitable range 1 no. earth detector 3 Nos. indicating lamps all fitted in box duly painted wall/floor mounting fot motor of suitable capacity including cost of cable etc complete in all respects and including one no. duel starter for 5hp booster pump. NS Suitable for 15 HP to 20 HP sub. Pump.
1
17000
17000
Providing and fixing CI bend with wt. 24kg 4" dia in water supply line complete in all resepct. NS
1
1738
1738
Providing & fixing Nuts and bolts of required size complete in all respect
14.2
1179
83
P& lying 100mm dia D.I.pipe line class K-7 i/c cutting ,jointing complete in all respect.
238.79
291228
1219.6
Providing and fixing CI bend with wt. 24kg 4" dia in water supply line complete in all resepct a) 100 mm
3
5214
1738
b)150 mm
5
8980
1796
P/F4”x4” C.I Tee in water supply line complete in all respect.
3
4371
1457
P/F Socketed tale pipe piece 6” with wt 16 kg in water supply line complete in all respect.
a) 150 mm
6
6960
1160
P/F plain& flanged tale piece 4” with wt 14 kg in water supply line complete in all respect.
2.5
2542
1017
OP/F D.I.100 mm dia black flanged complete in all respect.
8.5
5202
612
TOTAL (TUBE WELL NS PART)
-
-
-
Electrical (HSR PART)
-
-
-
Main Switches S/E of miniature circuit breaker/isolator 240/415 Voltage in existing distribution board i/c making necessary connection. As per HSR 31.17 CP 30%
ii) SPMCB 6 Amp to 32 Amp
30
3705
95
TP MCB of 9 KA breaking capacity 40 amp. to 63 amp.
4
1960
377
TPN MCB of 9 KA breaking capacity 40 amp. to 63 amp.
6
3892
499
Supply and erection of Fittings and Accessories. As per HSR 31.18 CP 200%
xi) Bakelite angle/straight button holder Large size.
4
74
6.2
xxvi) Supply and erection of hexagonal M.S box 1.60 mm thick having each side 8 cms 7.5 cms deep top covered with M.S lid by means of screws including 10 mm dia 30 cm long mild steel rod made into suitable Suspension hook and erected in R.C.C slab for erection of fan, the bottom covered with 3 mm thick bakelite sheet with suitable holes, Painting etc. complete with all labour and material required to complete the job.
4
315
26.3
Earthing As per HSR 31.22 CP 350%
i) Earthing with GI earth pipe 4.5 m long and 40 mm dia with masonry enclosure on the top etc. as required .
6
10206
378
ii) Extra for using salt and charcoal / coke for pipe earth electrode as required.
6
3375
125
xix) Supply and erection of 20 mm x 3 mm thick G.I. tape fixed with suitable G.I. stapples of same size.
60
3807
14.1
Street Light. As per HSR 31.30 (CP@270%)
III) xv) Supply and erection of 32 mm dia meter 1.5 metre long bracket ( B-Class ) making an angle of 10 to 15 degree with horizontal plane for mounting street light fitting fixing of GI bracket on wall with 2 Nos. , 32 mm x 3 mm thick MS clamps including the cost of cutting , welding of GI pipe complete with cement sand mixture , bolts and nuts etc. including necessary connections .
12
4528
102
S/E of PVC unsheathed copper conductor cable single core 1100 volts grade in pipe of suitable size excluding cost and erection of pipe. As per HSR 31.40 CP 10%
i) Cable size 1.5 sqmm(3/0.81mm)
4000
44880
10.2
iii) Cable size 4 sqmm(7/0.85mm)
200
5390
24.5
Supply and erection of Double door sheet steel enclosure distribution boards suitable for MCB's & ELCB's recessed in wall including bonding to earth complete 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. as per HSR 31.41 (CP@10%)
ii) 8-way , SP&N ( Horizontal)
4
3828
870
vi) 8-way , TP&N ( Horizontal) (8+24)
2
4620
2100
P/F modular type accessories of approved make in existing box i/c fixing and making necessary connection, complete in all respect. As per HSR 31.56 CP 0%
10 amp. 1 way switch
5
435
87
10 amp. Socket
5
530
106
Fan Regulator
80
31760
397
Blanking plate.
20
500
25
Supply and erection of moulded case circuit breaker single pole/4 pole on wall / on existing pedestal including bonding to earth and making necessary connections required to complete the job in all respect upto the entire satisfaction of the Engineer-in-charge of the work. as per HSR 31.69 (CP@0%)
v) Four pole MCCB 100 amp of 25 KA breaking capacity.
1
5347
5347
Total E.I HSR Part
-
-
-
NS items (E.I)
-
-
-
Wiring in 1.5 sqmm PVC insulated copper conductor cable in 25 mm dia PVC conduit pipe, heavy gauge, ISI marked including cost of PVC pipe, modular metal boxes of suitable size, copper wire, switch & socket, C.I. junction boxes, making necessary connections & testing etc. complete in all respect. Provision for 1 No. socket & 1 No. Switch may be made in existing switch board and no extra payment will be made for the same. (Recessed Type with Modular Accessories)
(i) Fan Point with 10 amp one way switch :-
b) Medium point
4
2000
500
(ii) Light Point with 10 amp one way switch :-
a) Short point
1
305
305
b) Medium point
5
2365
473
c) Long point
20
13420
671
(v) 5 Pin light plug point with 10 A switch & 10 A socket (wiring with 3 nos. copper wires of 1.50 Sqmm including earth wire for 3rd pin)
a) Short Point
1
463
463
b) Medium point
4
2660
665
c) Long point
4
3608
902
(vi) 5 Pin power plug point with 20 A switch & 16 A socket (wiring with 3 nos. copper wires of 4.00 Sqmm including earth wire for 3rd pin)
b) Medium Point
1
1018
1018
c) Long point
6
8520
1420
S/E PVC pipe ISI Marked heavy guage i/c bend inspection box etc., i/c laying of pipe in slab or wall complete with all patty material required to complete the job in all respect.(Recessed type)
ii)Size 25 mm dia
100
4500
45
Supply & erection of PVC pipe " Heavy " ISI marked for wiring purpose including PVC bends, hooks, C.I. junction boxes etc. with all other material required to complete the job in all respect upto the entire satisfaction of Engineer-in-Charge of work (Surface type)
(ii) Size 25 mm dia
800
31200
39
Wiring in 1.5 sqmm PVC insulated copper conductor cable in 25 mm dia PVC conduit pipe, heavy gauge, ISI marked including cost of PVC pipe, modular metal boxes of suitable size, copper wire, switch & socket (ordinary), C.I. junction boxes, bakelite sheet 3 mm thick, screws with washers, making necessary connections & testing etc. complete in all respect. (Surface Type)
(i) Fan Point :-
c) Long Point
76
37696
496
(ii) Light Point :-
a) Short Point
1
153
153
b) Medium Point
1
308
308
c) Long Point
59
28910
490
S/E of 45 watt LED 6K ,diecast aluminium street light luminaire complete with toughned glass &other material required to complete the job in all respect .
12
54936
4578
S/E of 250 mm sweep AC Ex fan PVC body with louver shutter suitable for single phase CA 230 volt 50 hz supply 900 RPM and capacitor run complete in all respect .
2
2980
1490
Supply & Erection of surface mounting LED Batten fitting 1 x 18 watt (4 feet long), made of high grade poly carbonate body provided for efficient heat dissipation & integratd electronic driver suitabele for single phase A.C. 230 V, 50 Hz supply, complete in all respect.
2
1132
566
S/E of energy efficient LED 6000K 1' x 1' luminaire complete with diffuser, energy efficient electronic driver and other material require to complete the job i/c fixing the same on the ceiling ith required material & making necessary connections etc. i) LED 15/18 W square fitting surface mounting
8
14912
1864
Supply & erection of 1200 mm sweep, A.C. Ceiling fan (5 star rating), capacitor type, copper wound, double ball bearing complete with 300 mm down rod, canopies, shackles, three nos. blades made of aluminium alloy suitable for single phase A.C. 230 Volts, 50 HZ supply but without regulator.
80
104480
1306
S/E of double door sheet steel enclosure distribution suitable for MCCB as incomer. recessed in wall i/c board with all labour and material required to complete the job in all respect upto to the entire satisfaction of the EIC of the work i) 8 way TPN (vertical ,MCCB provision for 100 amp -125 amp MCCB 4 P and provision for24 Nos.6 A-30 amp MCB SP as outgoings)
1
8940
8940
S/E of energy efficient LED 6000K luminaire complete with diffuser, energy efficient electronic driver and other material require to complete the job i/c fixing the same on the ceiling ith required material & making necessary connections etc. i) LED 33/34/36 W surface/ recess mounting 2'x2'
58
192966
3327
Total E.I. (NS items)
-
-
-
ESTATE ELECTRICAL (HSR ITEMS)
-
-
-
ESTATE ELECTRICAL (HSR ITEMS)
Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. (HSR 6.6 +CP 425%)
28
1628
1108.1
Cement concrete 1 : 6 : 12 with brick ballast 40 mm Nominal size in foundation and plinth. (HSR 10.30+CP 450%)
5.45
9890
329.95
Cement concrete 1 : 1 ½ : 3 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.42+CP 450%)
12.13
46867
702.5
First class brick work laid in cement sand mortar 1:4 in foundation and plinth. (HSR 11.4 (C.P.@ 600 %)
16.9
50230
424.6
12 mm thick cement plaster 1:4. (HSR 15.5 +CP 500%)
71.33
5435
12.7
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 16.3+CP 230%) Ist quality
125
3877
9.4
Applying priming coat with metal primer on New steel or iron work including preparation of surface. (HSR 16.9+CP 230%) Ist quality
125
1299
3.15
Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (HSR 16.25+CP 230%)
72
986
4.15
Preparation of plastered or concrete surfaces for painting, including sand papering the surface, applying one coat of linseed oil and filling with approved quality filler, consisting of white lead, linseed oil, varnish and chalk mitti including finishing surface to the required finish, complete. (HSR 16.24+CP 230%)
72
2649
11.15
Providing two coats of exterior acrylic emulsion paint. (HSR 16.79+CP 0%) (b) 1st quality.
72
3510
48.75
Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position. (HSR 18.12+CP 500%)
9.44
58925
1040.35
Providing and fixing hard drawn steel wire fabric 75 mm X 25 mm rectangular mesh with 3.25 mm dia wire fixed on steel windows of standard rolled sections with 3 mm thick flat iron cover moulding of 12.5 mm width fixed with machine screws welded complete in all respect. (HSR 18.33+CP 500%)
50
31230
104.1
Supplying, hoisting and placing in position tubular trusses including runners, purlins, consisting of steel tubes conforming to I.S. specifications of tested quality duly welded with fillet welds 6 mm thick through-out including wind bracing. Open end of pipe sealed with 3 mm thick plate including the cost of nuts and bolts where bolts connections are specified at flange joints including one coat of ready mixed red oxide zink cromate primer of approved quality assembling and fixed in positon complete in all respect. (HSR 18.14+CP 500%)
7.75
59666
1283.15
C) Supply and erection of moulded case circuit breakers on wall or on existing pedestal including bonding to earth and necessary connections. As per HSR 31.12 CP 60%
i) 15 amp.to 60 amp. 415 V ,10 KA 3-phase.
3
9244
1926
ii)100 amp.to 220 amp.415 V,10 KA 3-phase.
1
6793
4246
Main Switches S/E of miniature circuit breaker/isolator 240/415 Voltage in existing distribution board i/c making necessary connection. As per HSR 31.17 CP 30%
ii) SPMCB 6 Amp to 32 Amp
20
2470
95
TPN MCB of 9 KA breaking capacity 40 amp. to 63 amp.
1
648
499
Earthing As per HSR 31.22 CP 350%
i) Earthing with GI earth pipe 4.5 m long and 40 mm dia with masonry enclosure on the top etc. as required .
7
11907
378
ii) Extra for using salt and charcoal / coke for pipe earth electrode as required.
7
3937
125
iii)Earthing with GI earth plate 600 mm x 600 mm x 6 mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. ( but without charcoal or coke and salt ) complete as equired.
4
8154
453
iv)Earthing with tinned copper earth plate 600 mm x 600 mm x 3 mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. ( but without charcoal or coke and salt ) comlete as equired.
2
10341
1149
v)Extra for charcoal or coke and salt for G.I. Plate or copper plate earth electrode.
6
5022
186
xiv) Pdg. and fixing 25 mm x 5 mm copper strip on surface or in recess for connections etc. as required with all labour and material.
50
26325
117
xv) Pdg. and fixing 25 mm x 5 mm G.I. Strip on surface or in recess for connections etc. as required with all labour and material.
95
8678
20.3
xix) Supply and erection of 20 mm x 3 mm thick G.I. tape fixed with suitable G.I. stapples of same size.
35
2220
14.1
S/E of under ground cable loose in existing pipe or trenches including necessary connection, digging and refilling of trenches. (HSR 31.26+CP 140%) xxvi_ 35 Sq. mm 3.5 Core Cable .
100
14448
60.2
xxviii) 70 Sq. mm 3.5 Core Cable .
80
19257
100.3
xxxix) 10 Sq. mm 4 Core Cable .
1000
79920
33.3
xL) 16 Sq. mm 4 Core Cable .
80
8985
46.8
xLi) 25 Sq. mm 4 Core Cable .
80
10809
56.3
Supply and erection of Godrej Almirah typeM.S.pedestal made of 50 mm x 50 mm x 6 mm angle iron frame with 3.00 mm thick M.S.sheet covering including shutters with suitable hinges and locking arrangement with Godrej type handle including round bars . The top covering should have downward overhang of 75 mm on all sides of pedestal , having two sets of water proof ventilation holes of suitable size on the sides , at top and bottom , each set containing four Nos. holes to discharge the heat produced by the current . The shutters fixed with rubber gasket of superior quality and of suitable size to make it water proof . The pedestal duly painted both inside and outside with two coats of approved paint and primary coat and its legs are embeded upto the entire depth in 1:2:4 cement concrete block , projected 75 mm all around the pedestal and and 200 mm above the ground level including the cost of all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineer-in-charge of the work:- as per HSR 31.33 (CP@ 250%)
i) M.S.pedestal of size 600 mm wide , 750 mm high ,300 mm deep and bottom totally open , duly embeded in cement concrete block of size 750 mm x 450 mm x 200 mm above ground level duly plastered with 12 mm thick 1:4 cement plaster , having a base of size 900 mm x 600 mm x 250 mm below ground level.
1
4207
1202
Supply and erection of Double door sheet steel enclosure distribution boards suitable for MCB's & ELCB's recessed in wall including bonding to earth complete 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. as per HsR 31.41 (CP@10%)
v) 4-way , TP&N ( Horizontal) (8+12)
1
1837
1670
Supply, installation,testing and commissioning of wall / free standing floor mounting dust and vermin proof compartmentalized cubical panel made out of 2 mm thick CRCA sheet, required hardware 3mm thick bakelite sheet provided 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 coating in grey or required shade after rinsing. The panel having PU/ Neoprene rubber gasket of not less than 3mm thickness separate detachable gland plate MS base channel hinged door with inter locking arrangement for equipment / switch wear.Transparent acrylic sheet shall be provided in front of bus bar compartment to prevent direct access to bus bar bakelite sheet 3mm thick for separately cable alloey 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 items. Side walls and cable alley compartments shall be having bolted type doors with detachable extension type structure. The panel will be complete with control wiring ( copper) and fuse protection (Only outer area on all sides shall be measured). (HSR 31.63+CP 0%)
8.64
18662
2160
Supplying and fixing of copper bus bar duly tinned by means of SMC/ DMC type insulator high tensile nuts and bolts spring washers fixing to same in existing panel including bending, cutting in required shape and size and insulation with colour coding heat shrinkable PVC insulation complete in all respect. (HSR 31.64+CP 0%)
30
15750
525
Pdg. and fixing digital metering equipment for LT cubical Panel consisting of 96mmx96mm 0-500V, volt meter with selector switch, Amp. meter (of required ratio up to 600/5 amp.) with selector switch and required C.Ts 3 Nos., a set of 3 no phase indicating lamps RYB LED. (HSR 31.65+CP 0%)
1
4050
4050
Supply & fixing of rotary handle for on / off operation of existing MCCB in the LT panel including fixing the same in position with all labour and material required to complete the job in all respect. (HSR 31.66+CP 0%) i) Rotary handle up to 125A MCCB
4
2700
675
ii) Above 125A MCCB
2
1580
790
S/E of mark double walled corrugated (DWC) HDPE pipe laid 1 mtr. below ground level including diging and refilling of earth including cost of suitable size socket / cuppler for HDPE pipe including the cost of labour and material required to complete the job in all respect upto the entire satisfaction of Engineer-incharge of the work. (HSR 31.67+CP 0%) (ii) HDPE pipe 90 / 75mm outer dia / inner dia.
1120
151200
135
Supply & Erection of Hot Dip Galvanized octagonal pole of 3 mm thickness, with base plate including cost of nut and bolts and all accessories as supplied by the manufacturer including cost of foundation accessories etc. The foundation bolts as per manufacturer design should be hot dipped galvanized pole complete with door locking arrangement. Terminal plate consisting of 2 Nos. 100A. 4 pole natural links including connection etc. with suitable connecting arrangment for 2 no. MCBs / kit kat including cost of R.C.C. 1:1.5:3 for foundation of size 0.7 M. x 0.7 M. x 1.8 M with minimum 8 Nos. 12mm dia longitudinal MS reinforcement rods with rings of 8 mm dia not more than 200mm C.C. for fixing the pole with all labour & material required to complete the job in all respect upto the entire satisfaction of Engineerin-charge of the of the work. as per HsR 31.68 (CP@0%)
i) 7 Mtr. Long pole with top dia 70mm and botom dia 130mm with base plate of size 220 x 220 x 12mm.
20
278800
13940
Supply and erection of module case circuit breaker single pole/ 4 pole on wall /on existing pedestal including bounding to earth and making necessary connection required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work. (HSR 31.69+CP 0%) ( vi)Four pole MCCB 200 amp of 25 KA breaking capacity.
1
10500
10500
Supply and erection of heavy duty 4 pole ON load changeover load breaker switch comprising of switches 63 amp to 400 amp suitable for operation on 415 V 50 Hz AC supply complete with handle assembly having door interlock & padlocking arrangement on existing panel / including making necessary connections with petty material required to complete the job. (HSR 31.74+CP 0%) (iii) 200 amp 4 pole ON load change over switch
1
11000
11000
TOTAL ESTATE ELECTRICAL (HSR ITEMS)
-
-
-
ESTATE ELECTRICAL NS
-
-
-
ESTATE ELECTRICAL (NS ITEMS)
S/E of danger plate of size 8" x 6" on existing pole written in three languages with enameled paint, complete in all respect upto the entire satisfaction of the Engineer-in-charge of the work. (NS item)
4
332
83
Supply , Installation, testing and commissioning of 40 KVA water cooled , silent diesel Generating set complete with alternator rated at single phase 220 volts, 0.8 power factor, 50 cycle per second , 1500 RPM with AMF Panel (outside/inside the canopy), Accoustic Enclosure and battery charger etc.( To be installed out door on existing plateform excluding cost of plateform ) : - Make as per approved brand list of HPHC
1
646500
646500
( A ) DIESEL ENGINE : Engine multy cylinder, developing output 56 BHP at 1500 RPM, Vertical, totally enclosed, water cooled, comprising compression ignition, electric start, 4 stroke high speed diesel engine conforming to IS - 4722 , ISO - 3046, BS - 5514. The engine shall be complete with all standard and electrical accessories as per standard supply of manufactures. The engine shall be coupled with 3 phase 415 volts, 50 cycle, 0.8 PF & 1500 RPM, alternator as per IS - 4722 / BIS - 2613, rated for 24 hours of continuous operation with 10 % over load capacity for one hour in every 12 hours and comprising with :-
-
-
-
a) AMF Panel of required size complete with all accessories as required , IP-53 protection as per IS /IEC :60947(Part-I)/2007
-
-
-
b) ON / OFF start keys
-
-
-
c) Lube oil pressure gauge
-
-
-
d) Fuel Tank with capacity for 8 hours continious running at full load
-
-
-
e) Residential Silencer of required size and length i/c all necessary material as required.
-
-
-
f) 1 No, 12 Volts, 150 AH , DC Mtc. Free batteries with leads & container.
-
-
-
g) AVM Pads fitted on base frame
-
-
-
h) The base frame would be fabricated from suitable M.S. Channels suitable machined to perfect alignment of the engine and alternator with rigid construction and necessary reinforcement to ensure minimum vibration.
-
-
-
(i) AC Digital volts and Amperes metres with selector switch of class 1.5 accuracy
-
-
-
(j) MCCB of suitable capacity on output of DG set
-
-
-
(k)4 pole MCCB of 63 Amp capacity on output and input side of AMF panel
-
-
-
(l) 4 pole Contractors of 80 Amp capacity in AMF Panel
-
-
-
(m) Pilot lamps 3 nos.
-
-
-
(n) 5 nos. Indicating lamps to indicate main low voltage , load on mains , DG set running , load on set and bettary charger ON
-
-
-
(o) Under voltage relay for mains
-
-
-
(p) Over voltage protection
-
-
-
(q) Any other accessories to make the generating set functional shall be installed as per manufacturer's specification.
-
-
-
(B) BATTERY CHARGER : The battery charger with volt metre and Ammeter shall be installed of required size and rating for charging of battery from mains. This will be in addition to the battery charging alternater fitted on the engine .
-
-
-
( C ) ACCOUSTIC ENCLOSURE : Accoustic enclosure shall be provided as per Technical specification as follows :-
-
-
-
1) CONSTRUCTION & PAINTING :
-
-
-
i) The enclosure shall be fabricated out of 2mm thick (14 SWG) CRCA sheet silent D.G. set container shall be of modular construction with the provision to assemble and dismentale easily at site of work.
-
-
-
ii) The base fame shall be made of ISMC of suitable section.
-
-
-
iii) Durable industrial system is to be provided on the doors and doors are fitted with high quality EPDM gasket to avoid leakage of sound.
-
-
-
iv) Weather proof anti corrosion treatment to be provided to the entire structure with powder coating.
-
-
-
v) Neutral/Body earthing points at the side of enclsure are to be provided
-
-
-
vi) Emergency stop push buttom shall be provided outside the container.
-
-
-
vii) A tube fitting with tube rod for proper light inside the canopy shall be provided.
-
-
-
2. ACCOUSTIC INSULATION :
-
-
-
i) Sound proofing of the enclosure shall be done with quality rock wood/Mineralwood conforming to IS-8183-1993 of 25mm thickness and density at 30 Kg./M compressed along with 3mm thick vinyl sdheet and non ferrous sheet.
-
-
-
ii) Exhaust pipe is to be thoroughly insulated by covering it with glass wool and further claded with Aluminium sheet.
-
-
-
iii) 75 db A noise level as per Central Pollution Control Board (CPCB) with latest ammendments
-
-
-
Note Any other material required to complete the Accoustic Enclosure shall be installed as per manufacturer's specifications
-
-
-
S/E of three phase automatic street light controller with timer switch operation On/Off setting upto 24 hrs at individual phase complete with 32/63Amp contactor and MS powder coated enclosure of suitable size. The work will be completed in all respect i/c wiring, making connections, earthing, nut and bolts and other petty material required to complete the job
1
8000
8000
S/E of 45 watt LED 6K ,diecast aluminium street light luminaire complete with toughned glass &other material required to complete the job in all respect (Bajaj Make ,Model-BRTFG45EWor equivalent to other approved brands)
20
91560
4578
S/E of 1.0 Mtr, 48 mm dia hot dip galvanised bracket for fixing on the existing 8 mtr hot dip Galvanized octagonal pole complete with all labour and material required to complete the job in all respect upto the entire satisfaction E-I-C of the work. (Philips/Bajaj/Crompton Greaves/PE-Make)
i) Single arm
20
43000
2150
S/E of PVC insulated multi core copper conductor cable (unarmoured) 1100 volts grade (round) in existing pole/ pipe, complete in all respect including making necessary connections.
(i) Size 1.5 Sqmm x 2 core
180
5400
30
TOTAL ESTATE ELECTRICAL (NS ITEMS)
-
-
-
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