Directorate Of Urban Local Bodies Tender
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Costs
EMD
₹ 12,000Document Cost
₹ 1,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2024_HRY_354402_1Tender No
2024FB6BF063 44BF 4361 AB8D E7F024E018F8292ULBTender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://https://ulbharyana.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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[10.9]Providing and laying of Conglomerate floor 25 mm thick cement concrete 1:2:4 on 100 mm cement concrete 1:8:16 and 100 mm sand or stone filling.
12
4104
342
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[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)
77.12
6478
84
... More
[11.57]Providing and laying average 6mm thick POP Coating on walls, Ceiling, beams and lintels etc. complete in all respects as approved by the Engineer-In-Charge.
14
952
68
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[11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand)
33.35
3401
101.99
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[11.60]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.
24.1
1421
59
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[11.67.1]Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 1. Water thinnable cement primer
40.95
900
22
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[11.71.1]Wall painting on a cement plaster surface with acrylic emulsion paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work
29.58
1597
53.99
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[11.95.1]Finishing walls with Acrylic Smooth exterior paint of required shade : 1. New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
13.5
1188
88
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[13.29.2]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. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
140
11620
83
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[22.1.2]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: 2. White vitreous chinaware Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap
2
3536
1768
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[22.103.2]Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 2. 20 mm nominal bore
1
294
294
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[22.112.2]Providing and fixing PTMT stop cock of approved quality and colour. 2. 20 mm nominal bore, 89 mm long, weighing not less than 88 gms
7
833
119
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[22.113.2]Providing and fixing PTMT pillar cock of approved quality and colour. 2. 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms
2
334
167
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[22.123.1.1]Providing and fixing PTMT grating of approved quality and colour. 1.1. Circular type 100 mm nominal dia
12
324
27
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[22.124.2]Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 2. 20 mm nominal bore, 120 mm long, weighing not less than 198 gms
1
178
178
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[22.14.2.2]Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 2.2. Flexible pipe 40 mm dia
7
399
57
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[22.174.1]Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 1. With common burnt clay non-modular bricks of class designation 7.5
2
10234
5117
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[22.181]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.
1000
7000
7
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[22.210.1]Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 1. Circular shape 450 mm dia
2
1608
804
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[22.222.1.2]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. 1.2. Single Socket Type A 110mm o/d SWR UPVC pipe lines laid complete
30
7440
248
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[22.25.2]Providing and fixing white vitreous chinaware flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 2. One urinal basin with manually operated 5 litres PVC cistern and manually operated stop cock/ angle valve
5
14225
2845
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[22.50.1.1.3]Providing and fixing partitions for different type of urinals. 1.1.3. Vitreous Chinaware Partition plate. Small size 680mm x 330 mm Mixed Colour
5
5600
1120
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[22.85.2]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 2. 20 mm nominal outer dia Pipes
60
10860
181
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[23.21]Fixing of LED Down lighter 7 to 28 Watt on ceiling or in false ceiling , including cutting/making hole in ceiling including making connections etc as required
60
2880
48
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[23.22.4.1]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 4.1. 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 4 way ( 2 incoming and 2 outgoing)
2
2344
1172
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[23.22.5.1]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.1. 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
4
580
145
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[23.22.5.2]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.2. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 40 amp to 63 amp. Single Pole
4
1232
308
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[23.5.6.1]COPPER WIRING IN EXISTING PVC/MS CONDUIT PIPE SURFACE/RECESSED FOR ELECTRICAL POINTS 6.1. 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 existing MS/PVC Conduit etc as required. 1 run of Size 1.50 Sqmm(1/1.40mm)
200
10600
53
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[23.5.6.2]COPPER WIRING IN EXISTING PVC/MS CONDUIT PIPE SURFACE/RECESSED FOR ELECTRICAL POINTS 6.2. 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 existing MS/PVC Conduit etc as required. 1 run of Size 2.50 Sqmm(1.1.80mm)
200
15600
78
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[23.5.6.4]COPPER WIRING IN EXISTING PVC/MS CONDUIT PIPE SURFACE/RECESSED FOR ELECTRICAL POINTS 6.4. 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 existing MS/PVC Conduit etc as required. 1 run of Size 6 Sqmm(1/2.80mm)
50
6900
138
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[23.7.6.2]PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.2. Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall/ceiling 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.
130
4160
32
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[23.8.1.1]FITTING AND ACCESSORIES 1.1. Providing and fixing Piano type accessories of approved make in existing box and Bakelite sheet including fixing and making necessary connections, complete in all respect. Switch 5 amp. on existing sheet.
60
960
16
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[23.8.1.10]FITTING AND ACCESSORIES 1.10. Providing and fixing Piano type accessories of approved make in existing box and Bakelite sheet including fixing and making necessary connections, complete in all respect. Bed switch with 4 metres 2 core, 0.50 sqmm (16/0.20mm) PVC flexible wire.
2
68
34
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[23.8.1.2]FITTING AND ACCESSORIES 1.2. Providing and fixing Piano type accessories of approved make in existing box and Bakelite sheet including fixing and making necessary connections, complete in all respect. Wall socket 5 amp on existing sheet.
5
145
29
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[23.8.1.3]FITTING AND ACCESSORIES 1.3. Providing and fixing Piano type accessories of approved make in existing box and Bakelite sheet including fixing and making necessary connections, complete in all respect. 15 amp. switch on existing sheet.
4
244
61
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[23.8.1.4]FITTING AND ACCESSORIES 1.4. Providing and fixing Piano type accessories of approved make in existing box and Bakelite sheet including fixing and making necessary connections, complete in all respect. 6 pin 15 multi socket on existing sheet
4
316
79
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[23.8.3.1]FITTING AND ACCESSORIES 3.1. Supply and erection of suitable MS/GI Box covered with 5 mm thick Bakelite sheet as below 75 mm x 75 mm x 60 mm deep M.S. box
7
483
69
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[23.8.3.5]FITTING AND ACCESSORIES 3.5. Supply and erection of suitable MS/GI Box covered with 5 mm thick Bakelite sheet as below 200 mm X 150 mm X 60 mm deep metal box
7
1624
232
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[23.8.4]FITTING AND ACCESSORIES 4. 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.
6
570
95
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[3.1.18]By Mechanical Transport including loading, unloading and stacking 18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge.
44.86
9061
202
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[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth
3.6
460
128
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[4.14.1]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. 1. All kinds of soil.
20.97
1740
83
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[5.11]Demolishing mud phaska in terracing and disposal of material within 50 metres lead.
1.8
333
185
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[5.14]Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
12
420
35
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[5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix)
1.8
2068
1149
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[5.25]Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
3.88
6055
1560.79
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[5.27]Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge.
3.88
1268
327
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[5.4.2]Dismantling Stone Spalls or Brickbats Filling 2. Grouted with natural silt and clay
1.8
356
198
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[5.41]Removing rolling shutters including top cover, brackets and side guides etc.complete.
16.5
495
30
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[5.42]Dismantling cement conglomerate / terrazzo floors 25 mm to 50 mm manually/ by mechanical means and disposal of material within standard lead as per direction of Engineer- in-charge.
12
1164
97
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[5.43.2]Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 2. For thickness of tiles above 25 mm and up to 40 mm
12
456
38
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[5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar
15.42
9021
585.08
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[6.1.6]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: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
2.09
5098
2439.67
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[6.13]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 and dressing and finishing the top smooth.
1.65
504
306
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[6.15.1]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. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
18.17
108438
5968.01
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[6.33.3]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 3. Cold twisted bars
1900
115900
61
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[6.9.2]Providing and laying damp-proof course with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20mm nominal size) 2. 40 mm thick
4.14
625
151
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[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
3.65
13494
3697.05
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[7.22.1]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 : 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
5.83
22595
3875.67
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[7.27.1]Half brick masonry with common burnt clay non-modular bricks of class designation 10.5 in foundations and plinth in : 1. Cement mortar 1:3 (1 cement : 3 coarse sand)
5.4
2602
482
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[9.10.1]Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : 1. With residual type petroleum bitumen of grade VG -10
20.43
1899
93
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[9.11.1]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: 1. With common burnt clay non-modular brick tile of class designation 10
16.75
8174
488
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[9.17.1]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 : 1. In 75x75 mm deep chase
18
2016
112
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[9.18]Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
2
294
147
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