Municipal Corporation Tender
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Municipal Corporation Tender
Civil And Construction
Building Construction
Eprocure
Opening Date21 Feb 2024
Closing Date28 Feb 2024
Tender Amount₹ 9,49,881
Costs
EMD
₹ 18,998Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MCD_187520_1Bid Award Id
ViewTender No
MCD/TR/1735/2024_5_1_1/1Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://etenders.gov.in
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BOQ Items
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15.7.4: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.In cement mortar
0.5
734
1469.89
... More
2.8.1: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.All kinds of soil
1.94
488
252.3
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16.64:Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in- Charge.
53.66
9480
176.68
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6.1.2:Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
1.63
10011
6157.42
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6.4.1:Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:4 ( 1 cement : 4 coarse sand)
12.45
97256
7809.26
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14.4.1:Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per direction of Engineer-in-Charge.For door / window / clerestory window
1.89
1762
932.45
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14.2.1:Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.Door chowkhats
2
2733
1366.84
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4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.37
36427
6788.63
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1.1.1_22:Disposal of materials by mechanical transport including loading ,unloading and stacking lime ,moorum, building rubbish for lead 22 km
14.71
5564
378.33
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5.3:Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
1.55
15172
9763.8
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5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
155
12945
83.52
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5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
9.64
5319
552.04
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10.25.2: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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
150
19648
130.99
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10.13.1:Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee- sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
120
12775
106.46
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10.4:Providing and fixing 1 mm thick M.S. sheet sliding- shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junction and corners, 25 mm dia pulley, 40x40x6 mm angle and T-iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer.
4.41
22014
4992.05
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8.31:Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineerin-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
114.9
118381
1030.3
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11.26.1:Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick
33.91
51944
1531.84
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11.27:Kota stone slab 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
4.8
8688
1810.03
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13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
63.07
16830
266.84
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13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
33.91
7708
227.33
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12.16.1:10 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 @ 35kg per cum of earth and gobri leaping with mix 1:1 ( 1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 ( 1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat:With common burnt clay F.P.S. (non modular ) brick tile of class designation 10
37.35
30879
826.77
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12.21.1: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:In 75x75 mm deep chase
33.6
7971
237.26
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12.22:Making Khurras 45x45 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 mx1 mx400 micron, finished with 12 mm cement plaster 1:3 ( 1 cement : 3 coarse sand) and a coat of near cement, rounding the edges, making and finishing the outlet complete.
2
488
244.07
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13.37.1:White washing with lime to give an even shade:New work (three or more coats)
88.18
2516
28.54
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13.73.1:Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and directions of the Engineer-in-Charge:15 mm wide and 15 mm deep groove
350
20002
57.15
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110.9.1:24mm thick washed marble chips plaster on exterior walls of height up to 10 m above ground level in two layers under layer 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 kg of cement/sqm, top layer 12mm thick cement marble chips plaster 4:7 (4 cement : 7marble chips 4mm size of required colour) in panel with grooves all around as per approved pattern including scrubbing and washing the top layer with brushes and water to expose the marble chips complete as per specifications and directions of Engineer in charge (payment for providing groove shall be made for separatelyUsing ordinary cement in top layer
161.28
135709
841.45
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13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.14
1596
121.52
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17.2.1:Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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:W.C. pan with ISI marked white solid plastic seat and lid
1
5260
5260.96
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17.4.1:Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic 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:One urinal basin with 5 litre white P.V.C. automatic flushing cistern
5
24911
4982.24
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17.7.2: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:White Vitreous China Wash basin size 630 x 450 mm with a single 15 mm C.P. brass pillar tap
1
2751
2751.28
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17.28.1.1:Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
Semi rigid pipe32 mm dia
1
87
87.72
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17.35.1.1:Providing and fixing soil, waste and vent pipes:
100 mm diaSand cast iron S & S pipe as per IS : 1729
5
5041
1008.21
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17.29:Providing and fixing 100 mm sand cast Iron grating for gully trap.
1
44
44.58
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17.36.2:Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) in S.C.I. /C.I Pipes:100 mm dia pipe
1
148
148.44
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17.39.1.1:Providing and fixing plain bend of required degree.
100 mm diaSand cast iron S & S as per IS -1729
4
1525
381.37
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17.60.1.2:Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
100 mm inlet and 100 mm outletSand Cast Iron S & S as per IS : 1729
1
1273
1273.05
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18.7.1:15 mm nominal dia Pipes
15
3622
241.53
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18.7.2:Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall20 mm nominal dia Pipes
65
19950
306.93
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18.13.1:Making connection of G.I. distribution branch with G.I main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete:25 to 40 mm nominal bore
1
673
673.44
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18.54.1:Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 gms
1
116
116.55
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18.55.1:Providing and fixing PTMT stop cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 gms
1
116
116.55
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18.16.2:Providing and fixing brass stop cock of approved quality :20 mm nominal bore
1
326
326.43
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18.18.2:Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:20 mm nominal bore
1
386
386.44
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18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 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
8810
8.81
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19.4.1.1:Providing and fixing square-mouth S.W. gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
100x100 mm size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1
2306
2306.97
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19.6.4:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:300 mm dia R.C.C. pipe
20
17273
863.66
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19.27.1:Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 ( 1 cement: 4 coarse sand) including 500x450 mm pre- cast R.C.C. horizontal grating with frame complete as per standard design:With common burnt clay F.P.S(non modular) bricks of class designation 7.5
2
10418
5209.08
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19.21.2:Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix( 1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.For pipes 250 to 300 mm diameter
1
717
717.27
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19.34.2:Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement:1 fine sand) including testing of joints etc. complete:150 mm dia
1
494
494.78
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18.46.1:Providing and fixing G.I. Union in G.I pipe including cutting and threading the pipe and making long screws etc. complete ( New work):15 mm nominal bore
2
471
235.73
... More
18.46.2:Providing and fixing G.I. Union in G.I pipe including cutting and threading the pipe and making long screws etc. complete ( New work):20 mm nominal bore
2
522
261.17
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18.21.1.2:Providing and fixing uplasticised PVC connection pipe with brass unions:
30 cm length20 mm nominal bore
2
159
79.52
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19.1.2:Providing, laying and jointing glazed stoneware pipes class SP - 1 with stiff mixture of cement mortar in the proportion of 1:1 ( 1 cement : 1 fine sand) including testing of joints etc. complete:150 mm diameter
5
2501
500.21
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2.10.1.2:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
20
7284
364.23
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