Raebareli Development Authority Tender
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Raebareli Development Authority Tender
Eprocure
Opening Date15 Jul 2019
Closing Date30 Jul 2019
Tender Amount₹ 22,55,54,000
Costs
EMD
₹ 22,56,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Construction of 457 Four Storied (G+3) Ews Houses and Internal Site Development Work
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_UPRDA_363900_1Bid Award Id
ViewTender No
1Tender Authority
Raebareli Development Authority ViewPurchaser Address
-Website
http://http://rdaup.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
Earth work in cutting or in embankment in ordinary soil, excavation to be in form of regular pits not exceeding 1/2 mt (20") in depth and earthwork in embankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5mts (5fts) lifts and 30mt (100fts) lead. The earth from cutting to be used in making embankments or to be deposited as spoil banks with in 30 mts (100fts) distance as directed by the engineer in charge, including cartage of 8Km.
1341.28
380923
284
... More
ADD Royalty to item no: 1.3
1341.28
40238
30
... More
Concrete with 4 cm. (1*1/2 ) gauge brick ballast, fine local sand of 1.25 Fineness modulous and cement in proportion of 8 : 4 : 1 in foundations and under floors, including supply of all materials, labour and T& P etc. required for proper completion of the work.
298.06
879277
2950
... More
Providing and laying cement concrete 1:4:8 (1 cement : 4 Coarse sand: 8 Graded stone ballast 20mm to 40mm size) including supply of all material, labour and T&P required for proper completion of work and curing complete also including cost of form work in foundation and floors. (Below Foundation)
378.15
2045791
5410
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level
545.2
3251011
5962.97
... More
All works above plinth level upto floor V level
4179.33
28027840
6706.3
... More
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
2197.9
769726
350.21
... More
Suspended floors, roofs, landings, balconies and access platform
12202.4
4766623
390.63
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers
16897.77
5359634
317.18
... More
Columns, Pillars, Piers, Abutments, Posts and Struts
13844.91
5991523
432.76
... More
Stairs, (excluding landings) except spiral-staircases
186
72149
387.9
... More
Edges of slabs and breaks in floors and walls Under 20 cm wide
2327.48
263005
113
... More
Weather shade, Chajjas, corbels etc., including edges
647.28
312377
482.6
... More
Boring with hydraulic piling rigs with power units, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 250 mm dia piles
279
553061
1982.3
... More
300 mm dia piles
69.75
138265
1982.3
... More
500 mm dia piles
69.75
206453
2959.9
... More
Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work ( When not included in an over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured. Below Plinth and Ground Floor
955
5157000
5400
... More
First Floor
865.67
4721364
5454
... More
Second Floor
865.67
4768543
5508.5
... More
Third Floor
865.67
4816241
5563.6
... More
Mumty
82.93
466005
5619.26
... More
Class 150 brick work in 1 : 5 Cement and coarse sand of mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work.
566.41
2095717
3700
... More
Class 150 brick work in 1 : 5 Cement and coarse sand of mortar in Super Structure including supply of all materials, labour and tools and plants etc. required for proper completion of the work. Ground Floor
745.89
3218515
4315
... More
First Floor
745.89
3250700
4358.15
... More
Second Floor
745.89
3283206
4401.73
... More
Third Floor
745.89
3316040
4445.75
... More
Class 150 brick work in 1 : 3 Cement and Coarse sand of mortar in Super Structure 0.115mm thick including supply of all materials, labour and tools and plants etc. required for proper completion of the work. Cement mortar 1:3 (1 cement : 3 Coarse sand)
18.42
91915
4990
... More
First Floor
18.42
92834
5039.9
... More
Second Floor
18.42
93763
5090.3
... More
Third Floor
1285.82
6610657
5141.2
... More
Class 150 brick work in 1 : 4 Cement and Coarse sand of mortar in Super Structure 0.115mm thick including supply of all materials, labour and tools and plants etc. required for proper completion of the work. (0.115 thk wall) Ground Floor
1133.7
5033628
4440
... More
First Floor
1133.7
5083964
4484.4
... More
Second Floor
1133.7
5134799
4529.24
... More
Third Floor
1133.7
5186156
4574.54
... More
Mumty and Parapet Wall
327.8
1514527
4620.28
... More
Supply and fixing of flush doors commercial quality conforming to I.S. 2202 Part I ( 1983 ) including fixing of wooden cleats and stoppers and including fixing and djustment of hinges, bolts, locks, handle, springs and other fittings but excluding their supply and including painting with two coats of Black Japan paint on all iron fitting if necessary Fitting with necessary screws to be included complete. (a) 32mm thick
4129.2
5957485
1442.77
... More
Mild steel or iron work of heavy sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. ( when not included in an over all rates ) wrought to required form including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Fabrication door and window frames (chaukhats)
110696.72
6199016
56
... More
Fabrication of Window grill.
1207.61
67626
56
... More
Providing and fixing Plain glass 4mm thick best quality cut to size including wastage in windows.
1774.44
532332
300
... More
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x0.90 mm M.S. laths with 0.90 mm thick top cover
54
92745
1717.5
... More
12 mm Thick cement plaster of mix : 1:6 (1 cement: 6 coarse sand) Ground Floor
20065.55
3122801
155.63
... More
First Floor
20065.55
3154103
157.19
... More
Second Floor
20065.55
3185606
158.76
... More
Third Floor
20065.55
3217510
160.35
... More
Mumty
4796.92
776861
161.95
... More
Cement concrete flooring 1 : 2 : 4 ( 1 Cement : 2 Coarse Sand : 4 graded Stone aggregate 12 - 20 mm nominal size ) laid in one layer neat Cement ( 25 mm thick floor ). Ground Floor
5107.22
1302341
255
... More
First Floor
3351.18
863096
257.55
... More
Second Floor
3351.18
871742
260.13
... More
Third Floor
3351.18
880455
262.73
... More
Mumty
1124.68
298433
265.35
... More
20 mm thick Cement plaster in dedo / skirting in 1 : 2 consisting of one part of Cement and 2 parts of aproved Coarse Sand laid in panels, finished with 3 mm floating coat of neat Cement or Cement and marble dust in ratio of 5 : 1 including supply of all materials labour T & P etc. required for proper completion of the work. Ground Floor
2748.05
522129
190
... More
First Floor
2748.05
527350
191.9
... More
Second Floor
2748.05
532627
193.82
... More
Third Floor
2748.05
537958
195.76
... More
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
2920.6
578687
198.14
... More
Painting or varnishing on iron work in small areas with one coat of approved superior quality readymixed priming paint and one coat of ready mixed paint of clear varnish including supply of all materials, labour & T &P etc required for proper completion of work. Paint to be used should confirm I.S.I. No: 103-1950 including priming.
3204.41
221104
69
... More
Painting or varnishing on wood work in small areas with one coat of approved superior quality readymixed priming paint and one coat of ready mixed paint of clear varnish including supply of all materials, labour & T &P etc required for proper completion of work. Paint to be used should confirm I.S.I. No: 103-1950 including priming.
4240.8
404996
95.5
... More
Finishing walls with Acrylic smooth exterior paint of required shade: New Work (Two or more coat applied @ 1.67 Ltr/10Sqmt over and including priming coat of exterior primer applied @2.20Kg/10sqm) (ace Adv, walmasta) Asian, Berger.
22765.53
1957835
86
... More
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.
22765.53
1900921
83.5
... More
White washing three coat on new surface.
88353.41
1236947
14
... More
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :250x16 mm
2542
444875
175.01
... More
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : Tower bolt (200mmx 10mm)
1271
60016
47.22
... More
Tower bolt (100mmx 10mm)
5084
147690
29.05
... More
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm
5084
134522
26.46
... More
Providing & filling light aggregate under floor of toilets & other sunken roofs.
360.86
85300
236.38
... More
20 mm thick Cement plaster in Sunken area in 1 : 2 consisting of one part of Cement and 2 parts of aproved Coarse Sand laid in panels, finished with 3 mm floating coat of neat Cement or Cement and marble dust in ratio of 5 : 1 including supply of all materials labour T & P etc. required for proper completion of the work.
572.51
108776
190
... More
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: After surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. Laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. Fourth and final layer of brick tiling with cement mortar (which
will be paid for separately.For the purpose of measurement the
entire treated surface will be measured.
3410
1245945
365.38
... More
Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10 litre low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fitting and fixtures completed including cutting and making good the walls and floors wherever required. White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests
496
1603141
3232.14
... More
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 Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap.
496
1054575
2126.16
... More
Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink without drain board 610x460 mm bowl depth 200 mm
496
1003050
2022.28
... More
Providing, fixing and jointing PVC pipes of different diameters with with PVC solvent cement (or as per manufacturers specifications) with or without sockets (if sockets are provided with pipe length) in vertical Sewage line, waste water line and vent line with all necessary bends, angle bends, Tees along with all necessary fastners and bolt wherever required including testing of the same all as per direction and satisfaction of engineer in charge. Providing & fixing pipes. 6Kg per SqCm pressure pipe 150mm dia soil waste pipe vertical.
5975.25
2569357
430
... More
6Kg per SqCm pressure pipe 100mm dia soil waste pipe Horizontal.
13144
5454760
415
... More
6Kg per SqCm pressure pipe 75mm dia pipe Horizontal.
25792
9543040
370
... More
Providing & fixing PVC Covel . 75 mm dia
496
24800
50
... More
Providing & fixing of PVC door T of required degree insertion complete . 150 mm dia
496
133920
270
... More
100 mm dia
496
104160
210
... More
75mm dia
496
104160
210
... More
P \ F PVC 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. Nahanni Trap 100mm dia inlet and 75 mm dia outlet.
1984
436480
220
... More
S' Trap 100mm dia inlet and 150mm dia outlet
496
148800
300
... More
Providing and fixing to the inlet mouth of rain water pipe C.I. grating 100 mm diameter and weighing not less than 440 grams.
496
13421
27.06
... More
Cutting holes in wall including making good
1488
301706
202.76
... More
Cutting holes upto 15*15 cm in R.C.C. floors & roofs
496
96005
193.56
... More
P / F unplasticified - 110 mm dia P. V. C pipe clips of approved design to unplasticised - P. V. C . rain waterpipes by means of 50 x 50 x 50mm hard wood plugs,screwed with M. S. screws of required length including cuitting brick work and fixing in cement mortor 1 : 4 (1cement : 4 coarse sand. )
4464
749059
167.8
... More
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal inner dia Pipes
1984
459811
231.76
... More
25 mm nominal outer dia Pipes
434
76939
177.28
... More
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15mm dia nominal outer dia pipes.
10106
2301540
227.74
... More
20mm dia nominal outer dia pipes.
5084
1339583
263.49
... More
25mm dia nominal outer dia pipes.
3968
1224445
308.58
... More
Providing & fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore
496
196460
396.09
... More
32 mm nominal bore
248
114871
463.19
... More
Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long, weighing not less than
88 gms 15mm nominal bore, 86 mm long, weighing not less than 88 gms
1488
142178
95.55
... More
Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms
1488
185330
124.55
... More
Providing and fixing PTMT pillar cock of approved quality and colour 15 mm nominal bore, 107 mm long, weighing not less than 110 gms
496
77490
156.23
... More
Supply delivery erection testing and commissioning the MS fabricated board of suitable size dust and worming proof painting with powder coated phosphatised paint on which the following supplied items shall be fixed as per direction of engineer in charge etc as required.
15.5
31000
2000
... More
Supplying and fixing 2 + 4 way single door pre-wired SP&N MCBDB of steel sheet enclosure for 240 Volt on existing MS board complete with lose wire box, terminal connectors for all incoming and out going circuits duly pre-wired with 4sqmm FRPVC insulated copper conductor upto terminal block, tinned copper busbar neutral link, earth bar, din bar detachable gland plate interconnection powder coated including earthing etc as required incorporating the following items.
15.5
39638
2557.3
... More
40Amp dubble pole 240Volt isolator in the existing MCBDB complete with connection testing and commessioning etc as required.
15.5
4529
292.2
... More
40Amp dubble pole 240Volt isolator in the existing MCBDB complete with connection testing and commessioning etc as required.
15.5
4526
292
... More
Total Pre Set. Number of stes required.
496
2550184
5141.5
... More
Wiring for cuircuit / submain wiring along with earth wire with the following sizes of FRLSPVC insulated copper conductor single core cable in recessed medium class PVC conduit as required. 2x 1.5 sqmm + 1 x 1.5sqmm earth wire.
22320
2303870
103.22
... More
2 x 2.5 sqmm + 1 x 2.5 sqmm earth wire.
7440
939374
126.26
... More
2 x 4 sqmm + 1 x 4 sqmm earth wire.
297.6
46077
154.83
... More
2 x 6 sqmm + 1 x 6 sqmm earth wire.
297.6
62257
209.2
... More
2 x 10 sqmm + 1 x 10 sqmm earth wire.
248
68338
275.56
... More
4 x 2.5 sqmm + 2 x 2.5 sqmm earth wire.
155
30711
198.14
... More
Wiring for light point, fan point, exhaust fan point, call bell point with 1.5 sqmm FRLSPVC insulated copper conductor single core cable in recessed medium class PVC conduite with 5 Amp piano type switch phenolic laminated sheet of suitable size with suitable size of MS box and earth the point with 1.5 sqmm FRPVC insulated copper conductor single core cable etc as required.
2480
1151935
464.49
... More
Group B (Medium point 4.51 - 7.5 mtrs)
3968
2088080
526.23
... More
Group C (Long point 7.51-10mtrs)
496
326377
658.02
... More
Wiring for power plug point with 2 x 4 sqmm FRLSPVC insulated copper conductor single core cable in recessed medium class PVC Conduite along with 1 nos 4sqmm FRPVC insulated copper conductor single core cable for loop earthing as required.
8432
1305526
154.83
... More
Supplying and fixing of following size of PVC conduite medium class along with accesseries in recess including cutting the wall and making good the same as required. 20mm dia
15872
833756
52.53
... More
25mm dia
3100
197129
63.59
... More
32mm dia
155
12713
82.02
... More
40mm dia
155
16284
105.06
... More
50mm dia
155
21142
136.4
... More
Supplying and fixing metal box of following sizes (nominal size) in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required. 75 mm X 75 mm X 60 mm deep
155
13570
87.55
... More
100 mm X 100 mm X 60 mm deep
1984
208439
105.06
... More
150 mm X 75 mm X 60 mm deep
155
16856
108.75
... More
150 mm X 150 mm X 60 mm deep
155
23998
154.83
... More
180 mm X 100 mm X 60 mm deep
496
60794
122.57
... More
200 mm X 125 mm X 60 mm deep
496
79538
160.36
... More
200 mm X 150 mm X 60 mm deep
155
27712
178.79
... More
200 mm X 150 mm X 75 mm deep
155
28712
185.24
... More
200 mm X 250 mm X 60 mm deep
155
36426
235.01
... More
200 mm X 250 mm X 75 mm deep
155
38568
248.83
... More
Supply and fixing following piano type switch / socket on the existing switch box / cover including connection etc as required . 5/6 Amp switch.
8928
279714
31.33
... More
15/16 Amp switch.
2480
171417
69.12
... More
5 Pin 5/6 Amp socket outlet.
1984
76800
38.71
... More
6 Pin 15/16 Amp socket outlet.
496
39312
79.26
... More
Bell Push.
496
21486
43.32
... More
Supplying and fixing 3 Pin 5/6 Amp ceiling rose on existing junction box cover plate of phenolic laminated sheet including connection etc as required at the termination point.
2976
126152
42.39
... More
Supplying and fixing call bell / buzzer suitable for single phase 230 volt complete as required.
496
27885
56.22
... More
Supplying, Installation, testing and commessioning of step type fan electronic regulator switch size 300 watt, 240 volt in existing switch box including connection with 1.5 sqmm FRPVC insulated copper conductor aingle core cable earthing etc as required.
992
228160
230
... More
Supplying and fixing batten / angle holder on wooden round block fixing on the wall including connection etc as required.
4464
308551
69.12
... More
Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing recessed PVC conduit as required. 1 x 1.5 sq. mm
1550
32860
21.2
... More
2 x 1.5 sq. mm
3100
105710
34.1
... More
3 x 1.5 sq. mm
3100
142848
46.08
... More
4 x 1.5 sq. mm
2325
137128
58.98
... More
2 x 2.5 sq. mm
1550
75717
48.85
... More
3 x 2.5 sq. mm
1550
107136
69.12
... More
Providing and fixing circular / hexagonal cast iron or MS sheet box for ceiling fan clamp, internal dia 140mm, 73mm high, top lid of 1.5mm thick MS sheet with its top surface hacked for proper bonding, top lid shall be screwed in to the cast iron / MS sheet box by means of 3,3mm dia round headed screw, one lock at the corners. clamp shall be made of 12mm dia MS bar bent to shape as per standard drawing.
992
135904
137
... More
Plate earthing at a depth of 4.5 Mtrs
62
382788
6174
... More
Earth work in foundation in ordinary soil ( loam clay,or sand ) including lift upto 1.5 metre ( 5 fts) and lead upto 30m. (100 fts.) and including filling watering and raming of excavated earth into the plinth and removal and disposal of surplus earth and directed by the Engineer - in - charge upto a distance of 30M. ( 100 fts ) from the foundation trenches.
14489.27
1593819
110
... More
For additional lift of 1.5 mts.
667.5
84772
127
... More
Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand: 8 graded brick aggregate 40mm nominal size) including supply of all material labour and T&P etc.required for proper completion of work and curing complete, also including cost of formwork in foundation and floors.
596.51
1759704
2950
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level
81.18
497156
6124.13
... More
All works above plinth level upto floor V level
150.98
1039882
6887.55
... More
Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work ( When not included in an over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured.
251.85
1359990
5400
... More
First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc required for proper completion of work.
243.14
984717
4050
... More
Brick work in comman burnt clay F.P.S (non-modular) bricks of class 7.5 in super structure above plinth in all shapes and sizes in cement mortar 1:4 ( 1 cement:4 coarse sand) in one brick thick walls
82.1
382996
4665
... More
12mm thick cement plaster of mix 1:6 (1 cement : 6 coarse sand)
1525.63
256687
168.25
... More
Mild steel or iron work in heavy size such as Trusses, Built up gates, door frames, record racks, roof work, gate etc wrought to required form including drilling holes, reviting or welding where necessary and also including supply of steel, bolts, nuts etc and their fixing required for proper completion of the work.
5354.09
313214
58.5
... More
Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give and even shade. Including supply of all labour, material and T & P required for proper completion of the work.
1525.63
77807
51
... More
Earth work in cutting or in embankment in ordinary soil, excavation to be in form of regular pits not exceeding 1/2 mt (20") in depth and earthwork in embankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5mts (5fts) lifts and 30mt (100fts) lead. The earth from cutting to be used in making embankments or to be deposited as spoil banks with in 30 mts (100fts) distance as directed by the engineer in charge, including cartage of 8Km.
160.25
45511
284
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with mortar grader on prepared surface and well compacted with smooth roller to achive the desired density as per technical specification clause 401
428.46
1225395
2860
... More
12 mm thick Plinth Plaster in 1 : 3 Cement & Coarse Sand mortar below plinth.
235.15
37624
160
... More
Providing and laying cement concrete 1:2:4 (1 cement : 2 Coarse Sand : 4 graded stone aggregate 20mm nominal size) including supply of all materials, labour and T&P etc. required for proper completion of work and curing complete, also including cost of formwork in foundation and floors.
16.02
96120
6000
... More
RCC work in cement approed coarse sand and 2 cm (3/4") gauge approved stone ballast in the proportion of 1:2:4 in Slabs excluding supply of reinforcement and its binding but including its fixing and bending the same with 24 B.W.G.G.I binding wire and including necessary centring and shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of work Binding wire cost being included in the item.
6
44250
7375
... More
Providing and laying 80mm thick zig-zag shaped rubber mould interlocking ties compressive strength shall not be less than 30MPa and weight shall not be less than 5.50 Kg including 04cm thick cushion of local sand and 01cm thick layer spreading for joint filling including all material, labour and T&P all with respect to UPPWD specification and to the satisfaction of Engineer in Charge.
4484.36
3834127
855
... More
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 : 250 mm dia. R.C.C. Pipe
623.5
285531
457.95
... More
300 mm dia. R.C.C. Pipe
623.5
307148
492.62
... More
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. Complete. 450 mm dia RCC pipes.
174
320020
1839.2
... More
600 mm dia RCC pipes.
7
16743
2391.96
... More
900 mm dia RCC pipes.
7
26363
3766.23
... More
Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at
the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
3
100833
33611.05
... More
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. Cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
124
2170158
17501.28
... More
Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
191
795568
4165.28
... More
Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.
1357.9
46114
33.96
... More
Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).
339.48
107248
315.92
... More
Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm
226.32
36702
162.17
... More
Rough dressing the trenched ground including breaking clods.
2263.17
1946
0.86
... More
Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
2263.17
6246
2.76
... More
Fine dressing of the ground.
2263.17
4616
2.04
... More
Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately).
1810.54
17888
9.88
... More
Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)
271.58
33629
123.83
... More
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : Holes 1.2 m dia and 1.2 m deep
12
2698
224.91
... More
Holes 90 cm dia, and 90 cm deep
30
2889
96.33
... More
Holes 60 cm dia, and 60 cm deep
80
2367
29.59
... More
Holes 45 cm dia, and 45 cm deep.
150
1909
12.73
... More
Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge.
272
784540
2884.34
... More
Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge.
2263.17
15163
6.7
... More
Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) Trees Plant Each
272
1098
4.04
... More
Shrubs Plant Each
1200
2448
2.04
... More
Hedge Plant Each
2000
2660
1.33
... More
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 100 mm dia Ductile Iron Class K-7 pipes
700
615993
879.99
... More
150 mm dia Ductile Iron Class K-7 pipes
100
127310
1273.1
... More
200 mm dia Ductile Iron Class K-7 pipes
380
669096
1760.78
... More
250 mm dia Ductile Iron Class K-7 pipes
12
28606
2383.88
... More
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
576
131685
228.62
... More
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket 100 mm dia pipes
120
7422
61.85
... More
150 mm dia pipes
20
1944
97.23
... More
200 mm dia pipes
64
9381
146.59
... More
250 mm dia pipes
2
356
178.27
... More
Providing and laying D.I. specials of class K-7 suitable for push-on jointing as per IS : 9523 : Up to 600 mm dia
60
877480
14624.68
... More
Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 50 mm dia
7
31005
4429.33
... More
80 mm dia
7
37570
5367.26
... More
100 mm dia
2
14080
7040.26
... More
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 100 mm diameter
7
22061
3151.67
... More
150 mm diameter
2
9274
4637.19
... More
200 mm diameter
1
9124
9124.28
... More
250 mm diameter
1
13321
13321.8
... More
Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm 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 20 mm 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
5
77589
15517.92
... More
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 : With common burnt clay F.P.S.(non modular) bricks of
class designation 7.5
8
52056
6507.12
... More
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. Cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
3
52503
17501.28
... More
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
6
124089
20681.55
... More
Earth work in cutting or in embankment in ordinary soil, excavation to be in form of regular pits not exceeding 1/2 mt (20") in depth and earthwork in embankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5mts (5fts) lifts and 30mt (100fts) lead. The earth from cutting to be used in making embankments or to be deposited as spoil banks with in 30 mts (100fts) distance as directed by the engineer in charge, including cartage of 8Km.
3551.8
337421
95
... More
Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.
Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacityRoutine test (Test Load 1.5 times the Safe capacity)
20
348450
17422.5
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