CONCRETE WORKS



GOVERNMENT OF MAHARASHTRA COMMON SCHEDULE OF RATES FOR 2018-19
CONCRETE WORKS
 

Sl. No. Item Unit Rate for 2018-19 (Rate in Rs.)
Completed Item Labour
  DAM & ALLIED WORKS FOUNDATION & BEDDING      
22 Item No.22 :-
Providing and laying in situ cement concrete of grade M-10 of trap/ granite / quartzite / graded metal for foundation and bedding with Batching Plant & Transit Mixer including placing, compacting, curing etc. complete with an initial lead of 5 Km. & lift of 1.5 m.
     
  (A) M-10 (20 MSA) (Cement 4.4 bags/Cum) Cum. 3093.40 351.84
  (B) M-10 (40 MSA) (Cement 4.4 bags/Cum) Cum. 3093.40 351.84
  (C) M-10 (80 MSA) (Cement 4.33 bags/Cum) Cum. 3039.50 351.84
23 Item No.23 :-
Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite /graded metal for foundation and bedding with Batching Plant & Transit Mixer including placing, compacting, curing etc. complete with an initial lead of 5 Km. & lift of 1.5 m.
     
  (A) M-15 (20 MSA) (Cement 5.64 bags/Cum) Cum. 3363.90 351.84
  (B) M-15 (40 MSA) (Cement 5.20 bags/Cum) Cum. 3246.15 351.84
  (C) M-15 (80 MSA) (Cement 4.99 bags/Cum) Cum. 3161.40 351.84
  SUB & SUPER STRUCTURE      
24 Item No.24 :-
Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement / RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Batching Plant and Transit mixer with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 5 Km. & lift of 1.5 m.
     
  (A) M-15 (20 MSA) (Cement 5.64 bags/Cum) Cum. 3941.20 575.70
  (B) M-15 (40 MSA) (Cement 5.20 bags/Cum) Cum. 3823.50 575.70
  (C) M-15 (80 MSA) (Cement 4.99 bags/Cum) Cum. 3742.45 575.70
25 Item No.25 :-
Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss / quartzite / graded metal for RCC works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments, slab etc. with Batching Plant and Transit mixer including shuttering and scaffolding, compacting, curing etc. complete with an initial lead of 5 km. and lift of 1.5 m.
     
  (A) M-20 (20 MSA) (Cement 6.60 bags/Cum) Cum. 4182.75 575.70
  (B) M-20 (40 MSA) (Cement 6.08 bags/Cum) Cum. 4044.85 575.70
26 Item No.26 :-
Providing and laying in situ cement concrete of grade M-25 of trap / granite / gneiss / quartzite / graded metal for RCC works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments, slab etc. with Batching Plant and Transit mixer including shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 5 km. and lift of 1.5 m.
     
  (A) M-25 (20 MSA) (Cement 7.62 bags/Cum) Cum. 4439.35 575.70
  CANAL & ALLIED WORKS      
27 Item No.27 :-
Providing and laying in situ M-15 (20 MSA) (28 days cube compressive  strength not less than 15N/sqmm) grade cement concrete with clean, hard, graded aggregates  for  canal  lining  for  side  and bed including cost of all materials, machinery, labour, cleaning with batching plant and transit mixer placing in position, finishing with all slope of canal including scaffolding, formwork, compaction, curing, by cutting grooves, filling with sealing compound and providing porous plugs, preparation of  (Item contd. on next page) sub grade excluding royalty of materials etc. complete with an  initial lead of 5 km. and lift of 1.5 m.
 
     
  (A) For Bed Lining (Cement 5.64 bags/Cum) Cum. 4280.9 382.71
  (B) i) For Side Lining with curing compound (Cement 5.64 bags/Cum) Cum. 4538.9 302.49
  ii)For Side Lining without curing compound i.e. by curing with water (Cement 5.64 bags/Cum) Cum. 4443.5 390.02
28  Item No.28 :-
Providing and laying in situ mechanised lining in M-15 (20 MSA)(28 days cube compressive strength not less than 15N/sqmm) grade cement concrete with clean, hard, graded aggregates for canal side and bed using vibrating cylindrical type mechanical paver including cost of all materials, machinery, labour, cleaning with batching plant and transit mixer, finishing with all slope of canal including scaffolding, formwork, compaction, curing, by cutting grooves, filling with sealing compound and providing porous plugs, preparation of sub grade excluding royalty of materials etc. complete with an initial lead of 5 km. and lift of 1.5 m.
     
  (A) For Bed Lining (Cement 5.64 bags/Cum) Cum. 4505.65 382.71
  (B) i) For Side Lining with curing compound (Cement 5.64 bags/Cum) Cum. 4763.65 302.49
  ii)For Side Lining without curing compound i.e. by curing with water (Cement 5.64 bags/Cum) Cum. 4668.25 390.02
29 Item No.29 :-
Providing & laying chip masonry back filling behind concrete lining in C.M.1:8 including striking joints, curing, scaffolding etc. complete but excluding pointing, excluding royalty of material. (35% mortar)
(Cement 1.25 bags/Cum)
Cum. 1450.95 412.6
30 Item No.30 :-
Providing, laying, erecting and dismantling M.S. plates form work for side lining (for steeper slopes only) (To be used with prior approval of C.E.)
Sqm 160.95 79.77
31 Item No.31 :-
Providing and laying polythene film of 031 properly manufactured from 100% virgin granules confirming to I.S. 2508-1984 with 1.5 to 2.5 m. package in rolls/ as per specifications.
     
  (A) 200 microns Sqm. 42.4 1.99
  (B) 400 microns Sqm. 82.85 1.99
  (C) 600 microns Sqm. 123.25 1.99
32 Item No.32 :-
Providing and laying 40 and 45 cm. thick UCR masonry in C.M. 1:5 for side lining of the canal including raking joints, scaffolding and curing etc. complete excluding pointing, excluding royalty of material with lead upto 50 m. and lift upto 1.5 m. (35% mortar) (Cement 2.00 bags/Cum)
Cum. 2011.45 638.68
33 Item No.33 :-
Providing and laying cement plaster 6 mm thick in C.M. 1:3 single coat without neru finish to concrete surface in all position including scaffolding, curing, including etc. complete. (Cement 0.057 bags/Sqm)
Sqm. 89.55 49.18
  CANAL STRUCTURES      
34 Item No.34 :-
Providing and laying in situ cement concrete of grade M-10 of trap/ granite / quartzite / graded metal for foundation and bedding with Batching Plant & Transit Mixer including shuttering, placing, compacting, curing, etc. complete with an initial lead of 5 Km. & lift of 1.5 m
     
  (A) M-10 (20 MSA) (Cement 4.4 bags/Cum) Cum. 3629.75 683.24
  (B) M-10 (40 MSA) (Cement 4.4 bags/Cum) Cum. 3629.75 683.24
  (C) M-10 (80 MSA) (Cement 4.33 bags/Cum) Cum. 3575.8 683.24
35 Item No.35 :-
Providing and laying in situ cement concrete of grade M-15 of trap/granite/gneiss/quartzite/ graded metal for foundation and bedding by Batching Plant and Transit Mixer including shuttering,scaffolding,placing,compacting, curing etc. complete with an initial lead of 5 Km. & lift of 1.5 m.
(Item contd. on next page)
     
  (A) M-15 (20 MSA) (Cement 5.64 bags/Cum) Cum. 3900.2 683.24
  (B) M-15 (40 MSA) (Cement 5.20 bags/Cum) Cum. 3782.45 683.24
  (C) M-15 (80 MSA) (Cement 4.99 bags/Cum) Cum. 3697.7 683.24
36 Item No.36 :-
Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for RCC works of retaining walls, piers, abutments, etc. with Batching Plant & Transit mixer, including shuttering, scaffolding, placing, compacting, curing etc. complete with an initial lead of 5 Km. & lift of 1.5 m
     
  (A) M-15 (20 MSA) (Cement 5.64 bags/Cum)      
  i) For Abutment, wing walls, returns, transition walls Cum. 4451.6 773.58
  ii) For Piers Cum. 4560.35 815.76
  (B) M-15 (40 MSA) (Cement 5.20 bags/Cum)      
  i) For Abutment, wing walls, returns, transition walls Cum. 4333.85 773.58
  ii) For Piers Cum. 4442.65 815.76
  (C) M-15 (80 MSA) (Cement 4.99 bags/Cum)      
  i) For Abutment, wing walls, returns, transition walls Cum. 4252.85 773.58
  ii) For Piers Cum. 4361.6 815.76
37  Item No.37 :-
Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss / quartzite / graded metal for RCC works of abutment, wing walls, returns, transition walls, columns, beams and slabs, diaphram walls, Road slabs trough (Box Culvert) trough for aqueduct, wearing coat, etc. with Batching Plant and Transit mixer including shuttering, scaffolding, placing, compacting, curing  etc.  complete  with  an  initial  lead  of 5 Km. & lift of 1.5 m
     
  (A) M-20 (20 MSA) (Cement 6.60 bags/Cum)      
  i) For Abutment, wing walls, returns, transition walls Cum. 4693.1 773.58
  ii) For Piers Cum. 4801.85 815.76
  iii) Columns Cum. 6324.65 1406.19
  iv) Beams and slabs Cum. 6564.15 1373.76
  v)  Road  Slab,  kerb,  super  passage/slab culvert etc. Cum. 6385.65 1312.1
  vi) Trough resting on ground Cum. 5859.65 1130.43
  vii) Trough for aqueduct Cum. 7080.7 1552.17
  viii) Wearing Coat and other required concrete Cum. 3605.4 351.84
  (B) M-20 (40 MSA) (Cement 6.08 bags/Cum)      
  i) For Abutment, wing walls, returns, transition walls Cum. 4555.25 773.58
  ii) For Piers Cum. 4664.05 815.76
38 Item No.38 :-
Providing and laying in situ cement concrete of grade M-25 of trap / granite / gneiss / quartzite / graded metal for  RCC works of columns, beams  and  slabs,  diaphram  walls,  Road slabs  trough  (Box  Culvert)  trough  for aqueduct, wearing coat, etc. with Batching Plant and Transit mixer, including shuttering, scaffolding,  placing,  compacting,  curing  etc. complete with an initial lead of 5 Km. & lift of 1.5 m.
     
  (A) M-25 (20 MSA) (Cement 7.62 bags/Cum)      
  i) Columns Cum. 6581.25 1406.19
  ii) Beams and slabs Cum. 6820.75 1373.76
  iii)  Road  Slab,  kerb,  super  passage  /  slab culvert etc. Cum. 6642.25 1312.1
  iv) Trough resting on ground Cum. 6116.25 1130.43
  v) Trough for aqueduct Cum. 7337.3 1552.17
  vi) Wearing Coat Cum. 3862 351.84
39 Item No.39 :-
Providing and laying in situ cement concrete of grade M-30 for trough of aqueduct etc. of trap / granite / gneiss / quartzite / graded metal with   Batching   Plant   and   Transit   mixer, including   shuttering,   scaffolding   including placing, compacting, curing etc. complete with an initial lead of 5 Km. & lift of 1.5 m.
     
  (A)  M-30  (20  MSA)  for  trough  of  aqueduct (Cement 9.20 bags/Cum) Cum. 7682.9 1552.17
  (B)  M-30 (20 MSA) for slab (Cement 9.20 bags/Cum) Cum. 7166.35 1373.76
40 Item No.40 :-
Providing and laying expansion / construction joint with 18 SWG copper plate and shalitex expansion pad below and above the copper plate including sealing the joint with shalitex sealing compound etc. complete including 50x50x5 mm angle frame with stainless steel bolts etc. (For all slab thickness).
     
  (A) 60 cm wide copper plate Sqm. 11942.85 369.52
  (B) 37.50 cm wide copper plate Sqm. 13865.05 591.23
41 Item No.41 :-
Providing and laying expansion / construction joint with shalitex super expansion pad (jute fiber) 12 mm thick including sealing the joint with shalitex sealing compound etc. complete (For all slab thickness).
Sqm. 1033.95 135.4
42 Item No.42 :-
Providing and fixing G.I. sheet 24 gauge and 22.5 cm. wide for the construction joint in R.C.C. trough wall including cutting 15 cm. overlap, riveting the joints and fixing in position etc. complete.
Rmt 163.6 27.58
43 Item No.43 :-
Cutting, bending, hooking, laying in position and tying M.S./HYSD/TMT bars for reinforcement of R.C.C. work as per detailed drawing etc. complete.
MT 7062.85 6460.49
44 Ferro Cement (Items to be implemented with prior permission of Chief Engineer)

Item No.44 :-
Providing and Fixing and errecting, welding 8 mm MS bar @ 200 mm C/c both ways for ferrocement walling witu welded mesh of size 100x100x2.30 mm and chiken mesh 3 layers.
Sqm 694.55 85.47
45 Item No.45 :-
Providing and casting Ferro cement wall in C.M. 1:3 including curing etc complete.
     
  (A) 30 mm thick wall Sqm. 405.1 274.81
  (B) 40 mm thick wall Sqm. 533.15 366.04
  (C) 50 mm thick wall Sqm. 660.6 458.38
46 Item No.46 :-
Providing, erecting and laying steel shuttering formwork and making surface suitable for concreting including dismantling etc. complete.
     
  (A) For abutments, piers, wings, returns etc. Sqm. 334.65 129.76
  (B) For RCC Solid / Deck slab / Box Cells / Trough of Aqueduct etc. Sqm. 375.7 129.76
  (C) For curved surface Sqm. 401.6 155.72
47 Item No.47 :-
Providing and erecting steel props centering
     
  (A) Up to 3.00 m height including bracing, strengthening and dismantling etc.  complete. Sqm. 185.4 79.29
  (B) Rate for centering for every Additional 1.00 m height Sqm. 67.1 39.65
  U.C.R. MASONARY      
48  Item No.48 :-
Providing U.C.R. masonry in C.M. 1:5 in foundation upto 0.5 m above G.L. with 50 m. lead and lift upto 1.5 m. including striking joints, curing, excluding royalty of material etc. complete
     
  (A) Thickness of wall upto 1 m (30% morter) Cum. 1606.2 369.56
  (B) Walls of water retaining structures thinner than 1.0 m. and walls of structures thicker than  1.0  m.  other  than dams  and  water retaining structures. (35% mortar). Cum. 1623.4 298.54
49  Item No.49 :-
Providing U.C.R. masonry in C.M. 1:6 in foundation upto plinth with 50 m. lead and lift upto 1.5 m. including striking joints, curing excluding royalty of material etc. complete.
     
  (A) (30% mortar) Cum. 1535.75 369.56
  (B) (35% mortar) Cum. 1540.35 298.54
  (C) (45% mortar) Cum. 1689.15 298.54
50  Item No.50 :-
Providing U.C.R. masonry in C.M. 1:5 in superstructure with 50 m. lead and lift upto 1.5 m. including striking joints and excluding royalty of material etc. complete
     
  (A) Thickness of walls upto 1 m. (30% mortar) Cum. 1624.7 388.04
  (B) Walls of water retaining structures thinner than 1.0 m. and walls of structures thicker than  1.0  m.  other  than dams  and  water retaining structures. (35% mortar). Cum. 1638.3 313.46
  (C) For dams and water retaining structures (45% mortar) Cum. 1821.45 322.68
51 Item No.51 :-
Providing khandki facing to the face of masonry with pointing in C.M. 1:2 including finishing to the required shape & slope with necessary scaffolding, curing and excluding royalty of material etc. complete with lead of 50m. (It is assumed that the Khandkis are of the size 20cm x 20cm. No mortar for jointing is taken into account, only face pointing of joint is considered).
     
  (A) With khandki facing on one side Sqm. 1397.65 81.79
  (B) With khandki facing on both side. Sqm. 1346.55 81.79
52 Item No.52 :-
Providing and laying dry stone rubble masonry excluding pointing and royalty of material.
Cum. 799.6 216.25
53 Item No.53 :-
Providing  pointing  with  cement  mortar  for stone   masonry   including   racking   joints, scaffolding,   curing   excluding   royalty   of material etc. complete.
     
  (A) In Cement mortar 1:3 Sqm. 39.7 28.05
  (B) In Cement Mortar 1:2 Sqm. 43.8 28.31
54  Item No.54 :-
Providing and  constructing  coarse  rubble Cum. masonry  II  sort  in  C.M.  1:4.5  for  super structure with  lead  upto  50m.  and  lift  upto 1.5m. including striking joints, curing excluding
royalty  of  material  etc.  complete  excluding cement pointing etc. complete. 30% mortar.
  4012.25 610.99
55 Item No.55 :-
Cuttingrectangulargroovesofsize
10 cm x 10 cm  in stone masonry including
clearing  pointing  etc.  to  facilitate  smooth
working of needles etc. complete.
Rmt. 1007.65 1007.65
56  Item No.56 :-
Providing and laying rough dressed cut stoneCum.
coping  23  cm.  thick  in  C.M.  1:5  excluding
cement  pointing  but  including  watering  with
lead  50  m.  and  lift  upto  1.5  m.,  excluding
royalty of material etc. complete.
  4743.4 2148.88
57 Item No.57 :-
Providing coalgrout U.C.R. masonry in  C.M.Cum.
1:3 (43% mortar) proper packing rubble and of
the  required  shape  and  quality  with  the
coalgrout at required pressure with 50 m. lead
and  lift  upto  1.5  m.  including  scaffolding,
watering and excluding royalty of material etc.
complete. (Excluding formwork and staging)
  2486.65 291.19
  BRICK MASONARY      
58 Item No.58 :-
Providing B.B. masonry with conventional I.S.Cum.
type  bricks  for  super  structure  including
striking joints, watering, scaffolding with lead
upto 50 m. and lift upto 1.5 m., including cost
of material and excluding royalty of material.
  4127.95 413.18
59 Item No.59 :-
Providing B.B. masonry with conventional I.S. type bricks in cement mortar 1:5 in super structure upto floor level including mild steel reinforcement of 2 bars of 6 mm dia. placed by every 3rd course properly bent, bounded at ends, scaffolding, watering etc. complete with lead upto 50 m. and lift upto 1.5 m. including cost of material and excluding royalty of material.
Sqm. 563.65 56.69
  PIPE LAYING      
60 Item No.60 :-
Laying and jointing R.C.C. pipe of NP2 class or IRC standard in C.M. 1:2, proportion by volume including cost of all materials (excluding pipes and collars), labour, aligning pipes, batching and mixing mortar, packing joints with hemp and mortar, finishing, curing etc. complete with lead up to 50 m and all lifts. (Item contd. on next page)
     
  (A) 1200 mm dia Rmt. 389.9 235.71
  (B) 1000 mm dia Rmt. 291.75 176.86
  (C) 900 mm dia Rmt. 280.3 176.86
  (D) 800 mm dia Rmt. 268.85 176.86
  (E) 600 mm dia Rmt. 205.65 147.44
  (F) 450 mm dia Rmt. 159.05 118.02
  (G) 300 mm dia Rmt. 141.65 118.02
61 Item No.61 :-
Laying and jointing R.C.C. pipe of NP3 class or IRC standard in C.M. 1:2, proportion by volume including cost of all materials (excluding pipes and collars), labour, aligning pipes, batching and mixing mortar, packing joints with hemp and mortar, finishing, curing etc. complete with lead up to 50 m and all lifts.
     
  (A) 1200 mm dia Rmt. 460.6 306.42
  (B) 900 mm dia Rmt. 333.35 229.92
62 Item No.62 :-
Laying and jointing R.C.C. pipe of P1 class of 900 mm dia or IRC standard in C.M. 1:2, proportion by volume including cost of all materials (excluding pipes and collars), labour, aligning pipes, batching and mixing mortar, packing joints with hemp and mortar, finishing, curing etc. complete with lead up to 50 m and all lifts.
Rmt. 333.35 229.92
63 Item No.63 :-
Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss / quartzite / graded metal for Staunch wall with Batching Plant & Transit Mixer, including shuttering, scaffolding, placing, compacting, curing etc. complete with an initial lead of 5 Km. & lift of 1.5 m.
Cum. 6917.6 1636.51
64 Item No.64 :-
Providing and fixing RCC Boundary / Guard / Chainage blocks of size 75 x 20 x 20 cm including excavation and fixing in a block of 45 x 45 x 45 cm in M-15 Concrete with oil painting of two coats, lettering etc. complete, height of stone above GL 40 cm.
No. 616.45 97.41
65 Item No.65 :-
Providing and fixing RCC Km / half km / submergency boundary blocks of size 95 x 20 x 20 cm including excavation and fixing in a block of 45 x 45 x 45 cm in M-15 Concrete with oil painting of two coats, lettering etc. complete, height of stone above GL 60 cm.
No. 731.95 152.78
66 Item No.66 :-
Providing and fixing canal information board of 1.2 x 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35 X 35 X 3 mm with cross bracing of size 25 X 25 X 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey store enamelled bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50X50X5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60 X 60 X 75 cm as directed by engineer-in-charge.
No. 4474.15 1831.32
67 Item No.67 :-
Providing and laying rubble soling below foundation in layers including filling with rubble chips, murum etc. complete (excluding royalty of material)
Cum. 817.6 373.62
68 Item No.68 :-
Back filling up to ground level behind the canal structures etc. complete (without royalty) with suitable material of approved quality in layers not exceeding 20 cm without disturbing the structure etc. complete.
Cum. 32.95 2.23
69 Item No.69 :-
Providing and constructing contraction joints by fixing 310 mm wide central bulb type approved quality PVC water stop in two lines with 8 mm dia. Steel dowel rods on either side at 1 m interval, forming 125 X 125 size groove in between 2 water stops for filling asphalt, fixing 15 mm dia. two legged G.I. pipe with U-bend at bottom for circulating steam at interval and forming 150 mm ida. formed drain behing water seals including cost of all materials, machinery, labour, filling asphalt in groove, circulation of steam at intervals, vulcanizing water seal joints etc. complete with all leads and lifts.
Rmt 1369.20 125.11
 

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