Panchayati Raj Department Tender
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Costs
EMD
₹ 35,700Document Cost
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Description
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Contact
Tender Id
2019_HRY_100801_1Bid Award Id
ViewTender No
03-09-2019Tender Authority
Panchayati Raj Department ViewPurchaser Address
-Website
http://http://haryanadp.gov.in/
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Documents
BOQ Items
First class brickwork laid in cement sand mortar 1:6 in foundation and plinth. (Ch. No.-11.2)
36.69
101058
2754.15
Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects. (Ch. No. 10.86 + 10.95(a) ).
2.63
17188
6538.13
First class brickwork laid in cement sand mortar 1:6 in foundation and plinth. (Ch. No.-11.2)
18.23
50208
2754.15
Damp proof course 40 mm thick of cement concrete 1:2:4 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. (HSR 10.114)
14.46
2787
192.78
First class brickwork laid in cement sand mortar 1:6 in first storey upto 4 meters above plinth level (Ch. No. 11.7)
47.29
137186
2901.15
1st class brick laid in cement mortar 1:4 in pillar as per HSR No. 11.9 + 11.42
1.34
4288
3207.4
Pressed steel sheet frames (chowkats), consisting of 2 mm thick steel sheet of the specified section, including iron lugs (hold fasts), iron hinges, conforming to P.W.D. specifications, including bolts for fixing stops, lock notch, 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 concrete 1:3:6 for lugs complete: - (Ch. No. 18.34
318
111810
351.6
Commercial hard wood such as hollock, champ, chikrassy and chaplash, etc., (nonconiferous timber other than teak conforming to I.S. specification No.1003 kiln seasoned),shutters with vertical styles and rails, as specified in the statement No.1 (attached in the end of this chapter), with two Nos. plywood panels of the specified thickness, mentioned below, tongued and grooved including the cost of iron hinges, screws, chocks/cleats, stops, etc., complete fixed in position excluding the cost of tower bolts and handles but including the labour for fixing the same. (Ch. No. 17.30 (a) )
58.32
68826
1180.2
Cupboard shutters of commercial hard wood such as hollock, champ, chikrasy and chaplash etc., (non-coniferous timber other than teak conforming to I.S. specification no.1003, kiln seasoned) excluding chowkat but with commercial plywood panels or faced on one side including iron hinges and screws fixed in position ( excluding the cost of handles, tower bolts, hasp with stample, but including the labour for fixing the same. (Ch. 17.32(a) )
4.83
4243
878.4
Cost of aluminium fittings complete for doors and windows, such as tower bolts,handles,etc., and screws for these fittings (excluding sliding bolt) (Ch. No. 17.72 (a) )
37.76
2688
71.2
Wrought iron and mild steel (using angles, flats, square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors open able 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. (Ch. No. 18.12)
8.45
52745
6242.1
Kotah Stone 20 mm thick in skirting risers of steps, dados, pillars and wall facing (lining) and pillars laid on 12 mm thick cement coarse sand plaster 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing including labour for fixing cramps dowels and pins etc. (HSR. 14.66)
106.14
88227
831.25
Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position complete in all respects. (Ch. No. 10.82 + 10.95(a) )
16.12
96160
5966.4
Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects. (Ch. No. 10.86 + 10.95(a) ).
4.99
32631
6538.13
Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in shelves excluding steel-reinforcement but including centring and shuttering, laid in position complete in all respects. (Ch. No. 10.81 + 10.95 (a) )
0.48
2709
5691.4
First class brickwork laid in cement sand mortar 1:6 in parapet (Ch. 11.7 + 11.41)
5.22
15448
2958.9
Terracing consisting of tiles 2.86 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 on other layer of mud mortar for laying the tiles, including two coasts of bitumen laid hot at 1.65 Kg per sqm on top of R.C.C. slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (Ch. No. 13.13)
103.04
38191
370.65
Providing and fixing PVC rain water pipe 6 k.g. pressure of ISI mark in cement mortar during masonry work 100 mm dia PVC pipe 6 k.g. pressure.
17.37
3794
218.4
Cement concrete 1:2:4 gola 10cm X 10cm quadrant along junction of roof with parapet wall finished smooth, where specially specified. (Ch. No. 13.64).
50.22
913
18.19
Base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling. (Ch. No. 14.1)
106.14
19609
184.75
Providing & fixing of ceramic tiles/anti skid tile of size 400x400mm or above size of approved make in flooring, laid in any pattern as specified over base of 20mm thick cement sand mortar 1:3 and jointed with white cement slurry mixed with pigments to match the shade of tiles as per HSR No. 14.91.
7.66
4064
530.4
Providing & fixing 1st quality ceramic glazed wall tiles confirming to I.S. 15622 (thickness to be specified by the manu-facturer) 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 and jointed with grey cement slurry, including matching shades complete as per HSR No. 14.92 (A)
27.38
13738
501.75
10mm thick cement plaster under ceiling (HSR No. 15.52).
126.95
9635
75.9
White washing three coats. (Ch. No. 16.48).
126.95
523
4.13
15 mm thick cement plaster 1:6 on the rough side of single or half brick wall (Ch. No. 15.12).
412.26
32403
78.6
12 mm thick cement plaster 1:6 (Ch. No. 15.7).
174.52
11151
63.9
Providing two coats of exterior acrylic emulsion paint (b) 1st quality. (HSR No. 16.79)
223.68
35984
160.88
Applying pink primer or aluminium priming ocat on wood work including preparation of surface, Knotting and stopping etc. (Ch. No. 16.2 + 16.4)
88.1
2805
31.85
CC 1:8:16 Complete in all respect (HSR 10.28)
106.13
169083
1593.25
Providing and fixing 60 mm thick interlocking precast blocks (of required shape and size) of cement concrete design mix M 35 (minimum cement @ 380 kg per cum) smooth finish on top over 25 mm thick sand filling. (HSR 10.158)
697.03
268355
385
Earth filling under floor with an average lead of 1 km.
790.56
72731
92
Cold twisted deformed (ribbed/ or steel) bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete. (Ch. No. 18.22)
37.84
208207
5502.3
Providing & fixing of PVC rain water pipes of 6 Kg. pressure of 100mm dia cover as per HSR No. 13.89 (a)
19.51
4260
218.4
LABOUR FOR LAYING JOINTING, FIXING AND TESTING G.I./P.V.C./W.I.PIPE LINES AND SPECIALS tees bends, sockets elbows etc., INSIDE BUILDING and testing etc., complete including cutting threading. (B) INCLUDING COST OF SPECIALS (i) 15 mm internal diameter of pipeline. (HSR No. 28.18 (b) (i).
18.29
640
35
LABOUR FOR LAYING JOINTING, FIXING AND TESTING G.I./P.V.C./W.I.PIPE LINES AND SPECIALS tees bends, sockets elbows etc., INSIDE BUILDING and testing etc., complete including cutting threading. (B) INCLUDING COST OF SPECIALS (i) 20 mm internal diameter of pipeline. (HSR No. 28.18 (b) (ii).
36.58
1509
41.27
Supply of G.I. pipes of internal dia 15mm complete in all respect (NS item).
18.29
2286
125
Supply of G.I. pipes of internal dia 20mm complete in all respect (NS item).
36.58
5779
158
PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE EUROPEAN TYPE WATER CLOSET SUITE WITH CONCEALED ‘P’ or ’S’ TRAP with or without vent (as approved by the Engineer-in-Charge) and all other necessary fittings as fully described in item no.30.3. excluding the cost of 12.5 ltr. capacity masquito proof C.I. flushing cistern as item 30.3 (iii)
2
8474
4237
Supply of Cystern of plastic best Indian make ISI mark as approved by Engineer-in-charge.
2
2310
1155
EXTRA OVER item nos.30.3 to 30.6 FOR PROVIDING AND FIXING BEST INDIAN MAKE PLASTIC HYGENIC SEAT with lid complete instead of hollow black or white plastic seat and lid. HSR No. 30.13 (i) White plastic seat (Solid)
2
1698
849
PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE (ORDINARY) LAVATORY SUITES consisting of Lavatory in VITREOUS CHINAWARE size as give below ( to the approval of the Engineerin- charge) including china plug for tap hole where necessary ; R.S. or C.I.BRACKETS for building into wall including painting; 32mm C.P.BRASS WASTE WITH C.P. brass chain and rubber plug; 15mm C.P.BRASS SCREW DOWN PILLAR TAP WITH jam nuts 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. as er HSR No. 30.41 (vi) Size 630mm X 500 mm with one no. tap
2
4320
2160
Providing and fixing in position best Indian make pedestal fittings of vitreous chinaware complete (as required by the Engineer-in-charge as per HSR No. 30.44 (i) White.
2
2455
1227.5
PROVIDING AND FIXING IN POSITION 32MM DIA.G.I.WASTE PIPE EMBEDDED IN WALL or lead waste pipe (weighing 3.47kg. per metre and 2.8 mm thick) upto floor level including cost of wipped solder joint etc., complete (as required by the Engineer-in-charge) as per HSR No. 30.48
2
862
431
PROVIDING AND FIXING 40 MM 1/0 G.I. WASTE PIPE EMBEDDED IN WALLS OR LEAD WASTE PIPE weighing 4.46 Kg./metre and 3.0 mm thick UPTO FLOOR LEVEL as required by the Engineer-in-charge INCLUDING COST OF UNION AND PLUMBER JOINT as per HSR No. 30.62
2
1062
531
PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE (to the approval of the Engineer-in-charge). INDIAN TYPE ORISSA OR ORYA WATER CLOSET SUITE for sinking into floor, with raised foot treads COMPLETE WITH 100 MM G.C.I.’P’ TRAP with or without vent as required and all OTHER NECESSARY FITTINGS as fully described in item no.30.1 above as per HSR No. 30.2 (b) (i) Size 630 mm White
2
8536
4268
PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE TOWEL RAILS FIXED in with raw slugs embedded in walls with C.P. brass screws. Complete in all respect INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. as per HSR No. 30.68 (a) 25 MM DIA C.P.BRASS ADJUSTABLE 750 mm long
2
590
295
PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE BEVELLED EDGE 5.5 MM THICK MIRROR mounted on ASBESTOS sheet GROUND FIXED IN POSITION BY MEANS OF 4 NOS. CHORMIUM PLATED BRASS SCREWS AND WASHERS over rubber washers and rawl plug embedded in the wall of chromium plated brass clamps with C.P. brass screws (as equired by the Engineer-in-charge) COMPLETE INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. as per HSR No. 30.71 (a) (i) INDIAN MAKE 600mm X 450mm
1
471
471
Providing and fixing in position 15mm i/d C.P. brass bib cocks of best quality (as required by the engineer-in-charge). As per HSR No. 30.75 (c) Bib cock .
4
1760
440
Providing and fixing in position 15mm i/d C.P. brass bib cocks of best quality (as required by the engineer-in-charge). As per HSR No. 30.75 (c) Bib cock long body.
4
2040
510
Providing and fixing in position C.P. brass stop cocks (as approved by the Engineerin-charge) as per HSR No. 30.76 (a) (ii) 15 MM STOP COCK Concealed stop cock with flange
8
4576
572
PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE FLEXIBLE TUBE CONNECTION as per HSR No. 30.82 (b) (iii) C.P. Brass 15 mm X 450 mm
6
1056
176
PROVIDING AND FIXINGIN POSITION M.S.OR HEAVY FLAT IRON CLAMPS made out of M.S. flat not less than 5 mm of the approved design for fixing C.I. SOIL WASTE vent or anti pipes to walls COMPLETE IN ALL RESPECTS INCLUDING CUTTING AND MAKING GOOD THE WALLS AND FLOORS ETC., AND PAINTING as per HSR No. 30.88 (a) For 100 mm internal diameter pipes
4
225
56.25
PROVIDING AND FIXINGIN POSITION M.S.OR HEAVY FLAT IRON CLAMPS made out of M.S. flat not less than 5 mm of the approved design for fixing C.I. SOIL WASTE vent or anti pipes to walls COMPLETE IN ALL RESPECTS INCLUDING CUTTING AND MAKING GOOD THE WALLS AND FLOORS ETC., AND PAINTING as per HSR No. 30.88 (b) For 100 mm internal diameter pipes
4
198
49.5
PROVIDING AND FIXINGIN POSITION H.C.I. FLOOR TRAPS I.S.I.MARKED OF THE SELF CLEANING DESIGN WITH C.P. BRASS HIGED GRATING WITH FRAME WITH OR WITHOUT VENT ARM AND INCLUDING CEMENT CONCRETE 1:2:4 under and around the floor trap where required upto floor level COMPLETE IN ALL RESPECTS INCLUDING CUTTING AND MAKING GOOD THE WALLS AND FLOORS, ETC., minimum depth of water should be 150 mm with a minimum seal of 50 mm as per HSR No. 30.89 (b) with 75 mm i/d outlet
4
1890
472.5
Providing & fixing of SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 inlcuding setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking handling rehandling etc. complete in all respect to the satisfactions of Engineer-in-charge Type: Extra heavy Duty Set (EHD-35) 560 mm clear opening as per HSR No. 29.94
2
2310
1155
Wiring in 1.5 Sqmm PVC copper conductor cable in 1.6 mm thick conduit pipe (HSR 31.36) Fan point Medium
5
2885
577
Wiring in 1.5 Sqmm PVC copper conductor cable in 1.6 mm thick conduit pipe (HSR 31.36) Fan point Long
1
806
806
Light Point Short
5
1381
276.2
Light Point Medium
6
2857
476.33
Light Point Long
6
4216
702.83
5 amp Long
3
2217
739.33
15 amp plug point Long
1
1067
1067
S/E of meta clad switches/ B.D.B.S. with rag boths on wall or on existing angle iorn board/pedestail i/c binding to earth and necessary connection. (HSR 31.12 (a)
Iv. Double pole switch 32A, 240 A
1
724
724
S/E of M.S. iron frame duly welded for housing M.S. Sheet & main switches etc, on it fixed on wall be means of suitable size of rag. Blots with cement concrete dutl pointe with three coats of approved point including one coat of ref oxide. (HSR 31.13)
Size 40mm x 60mm x 6mm
1.5
243
162.66
S/E of hexognal fan box having each side 8 cm, 7.5 cm deep with 10 mm dia 30cm long M.S. road made in to suitable suspension hook erecter in slab. (HSR 31.18)
6
473
78.9
S/E of 20mm dia conduit pipe 1.6 mm thick flushed (HSR 31.21)
10
733
73.35
(b) 25 mm dia conduit pipe. (HSR 31.21 b).
10
882
88.2
S/E of 8 way SPN Distribution board (HSR 31.41).
1
870
870
S/E 6-32 amp MCB in existing distribution board including making necessary board connection (HSR 31.17)
4
494
123.5
(b) 32 amp SPN MCB (HSR 31.17 b)
1
256
256.1
S/E of angle/straght battan holder (HSR 31.18)
8
148
18.6
Earthing with G.I. earth pipe 4.5 mtr long with mesonary on top as required (HSR 31.22)
1
1701
1701
(b) Extra for using salt/ charcoal coke for pipe earth electrod. (HSR 31.22)
1
562
562.5
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