Moradabad Development Authority Tender
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Moradabad Development Authority Tender
Civil And Construction
Eprocure
Opening Date12 Nov 2020
Closing Date27 Nov 2020
Tender AmountRefer Documents
Costs
EMD
₹ 1,02,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MDA_530110_2Bid Award Id
ViewTender No
26/CE/MDA/2020Tender Authority
Moradabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Cement concrete with 2 cm. gauge approved stone grit, coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.(SI.No.279A/CH-5/2019-20)
13.53
-
6300
Providing and laying Non pressure NP 2 class 150mm dia RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : coarse sand ) including testing of joints etc. complete. (1.50-3.00m) DSR 2018/19.6.2
24
-
383.95
Providing and laying Non pressure NP 3 class 250mm dia RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : coarse sand ) including testing of joints etc. complete. (0-1.50m) BGL (Analysis attached)
118
-
794
Construction of brick masonary chamber of size 120x90x120 cms.(Internal). with M150 brick work in 1 : 4 cement and coarse sand mortar and plaster with 1 : 4 cement and coarse sand including 10 cms. thick cement concrete 1 : 5 :10 including 2.5 cms. thick plain cement concrete floor & cunit, 15 cm. thick precast R.C.C. cover in 1:2:4 including supply of all material labour and T & P etc. required for proper completion of the work. (A/R)
19
-
19260
Add or deduct shaft manhole size 120 x 90 cm
1.5
-
7559
PART-B SEPTIC TANK AND SOAK WELL
-
-
-
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50M. And lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 60M from the foundation trenches. up to 1.50 m depth
75.7
-
187
1.50 m to 3.00 m depth
55.47
-
236
3.00 m to 4.50 m depth
35.19
-
298
Concrete with 4 cm. gauge stone ballast, fine sand and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 281/CH-5/2019-20)
3.5
-
5500
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge approved crushed stone grit in proportion of 1:1.5:3 in footing & raft excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. required for proper completion of work. Binding wire is to be supplied by the contractor free of cost. ( S.I NO. 287 CH-5)/20179-20
5.57
-
6650
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in slab excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 284A/2019-20
6.4
-
7700
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in lighter beam excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. Binding wire is to be supplied by the contractor free of cost. ( S.I NO. 285+ diff CH-5)/2019-20
1.6
-
7800
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in coloumns excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. Binding wire is to be supplied by the contractor free of cost. ( S.I NO. 289 CH-5)/20179-20
11.44
-
8050
M.S ( Tor steel or plain ) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel and its wastage, bend hooks and authorised overlapping shall be measured. ( S.I NO. 504 CH-10)/2019-20
29.62
-
6100
M-150 brick work in 1:4(one part of cement and four part of coarse sand of 2.2.M ) cement mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of work. S.O.R/19-20 ( S.I NO. 307 CH-6)
14
-
4650
Supply and filling Brick bats of O.B.B. UP PWD SOR-2019-20/ New Item 4 page 23
40.5
-
900
Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.H.D. -20- Circular shape 560mm internal diameter. 19.19.3.1/DSR 2018
3
-
1221.35
Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) With 20x20mm square bar as per standard design: 19.15.2/DSR 2018
9
-
318.47
PART- C (Drain work)
-
-
-
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50M. And lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30M fromthe foundation trenches. S.I. No. 251/2019-20
25.5
-
110
Concrete with 4 cm. gauge brick ballast, fine sand and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 281 CH-5)/2019-20
12.75
-
5500
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge approved crushed stone grit in proportion of 1:1.5:3 in footing & raft excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. required for proper completion of work. Binding wire is to be supplied by the contractor free of cost. ( S.I NO. 287 CH-5)/2019-20
16.57
-
6750
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in coloumns excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. Binding wire is to be supplied by the contractor free of cost. ( S.I NO. 289 CH-5)/2019-20
17
-
8050
RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) in slabs including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. ( S.I NO. 284(a) CH-5)/2019-20
5.05
-
7700
M.S ( Tor steel or plain ) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel and its wastage, bend hooks and authorised overlapping shall be measured. ( S.I NO. 504 CH-10)/2019-20
31.1
-
6100
PART- D (ROAD WORK)
-
-
-
Earth work in embankment in ordinary soil including, cutting and Cartage of Earth upto 10 km distance etc complete in all respect as per S.I. No. 231(a) excluding royality. Analysis rate.
647
-
311.35
P/L of Granular sub base (G.S.B.) including all labour, Materials, taxes, cartage and T&P etc. complete of work as per direction of E/I.P.S.(Analysis attached)
69.09
-
3371
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
69.09
-
3557
Supply & Laying of 80 mm thick precast cement concrete paver block with a top layer of minimum 8mm thickness having plan dimension 200 x(160+120) of O.P. cement, smooth high gloss finish, skid reditant. Manufactured from rubber moulds threw vivro - compression machanism. The compressive strength of concrete paver blocks shall not be less than 30 MPa & 5 kg/no. confirming to IS:15658-2006 with a 4cm thick layer of fine sand including cost of all materials, labour T&P etc. required for proper completion of the work as per direction of E/I.(Red colour hingh quaility pigment/lanxess, bayer chemicals) S.O.R/17-18 New Item-5 on page 51
(A) Gray Colour
1100
-
900
Supply and laying 160mm internal dia P.V.C. pipe of 10kg/sqcm internal pressure Finolex or Jindal make over 10cm base of Cement concrete 1:5:10 including excvation of earth and refilling including all materials labour and T&P all complete work.
180
-
545.6
Construction of brick masonary inspection chambers 455x610x450mm as per standard design with base concrete 1:6:12, 23 cm thick brick wall in 1:6 cement and coarse sand, plastering 1:4 cement and coarse sand with neat finish including RCC cover 8 cm thick including supply of all materials, labour T&P ctc. required for proper completion of the work. DSR-16/19.30.1
8
-
5031.41
PART - E: RAIN WATER HARVESTING
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (Analysis attached) In all kind of soil upto 1.5m depth
57.16
-
187
In all kind of soil upto 1.5m to 3.0m. depth
93.1
-
236
Concrete with 4 cm. gauge stone ballast, coarse sand and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 281/CH-5/2019-20)
4.62
-
5500
Cement concrete with 2 cm. gauge approved stone grit, coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.(SI.No.279A/CH-5/2019-20)
4.94
-
6300
M-150 brick work in 1:6(one part of cement and six part of coarse sand of 2.2.M ) cement mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of work. ( S.I NO.307(a)-2019-20 )
24.5
-
4650
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in beam excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. Binding wire is to be supplied by the contractor free of cost. ( S.I NO. 285+ diff CH-5)/2019-20
1.78
-
7800
RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) in slabs including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. ( S.I NO. 284(a) CH-5)/2019-20
5.22
-
7700
M.S ( Tor steel or plain ) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel and its wastage, bend hooks and authorised overlapping shall be measured. ( S.I NO. 504 CH-10)/2019-20
8.28
-
6109
12mm thick plaster in 1:3 cement and coarse sand mortar over brick work minimum thickness not to be less than 12mm including supply all materials labour t&P etc required for proper completion of work ( S.I NO. 583 CH-13)/2019-20
112
-
190
Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) With 20x20mm square bar as per standard design: 19.15.2/DSR 2018
10
-
318.47
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level.Drilling of 300mm dia bore hole manually. 23.1.1.1.1/DSR 2018
30
-
425.2
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia. 23.4.2/DSR 2018
30
-
619.3
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.23.5/DSR 2018
7.2
-
1101.03
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.23.6/DSR 2016
7.2
-
1101.03
Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge.23.7/DSR 2018
7.2
-
1101.03
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge.23.8/DSR 2018
3.6
-
1243.09
S/F of 160mm dia PVC ISI make pipe joints including cost of pipe coupling sockets sales taxes excise duty insurance and transportation upto desinated place P.V.C. pipe with shocket and tested for 6.00 kg/cmsq I.S.I marked. (approved rate.)
30
-
340
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50M. And lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30M fromthe foundation trenches. S.I. No. 251/2019-20
67
-
110
Constructing masonry Chamber 60x60x75cm. inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants with C.I surface box 350x350mm ttop and 165 mm deep (inside) with Chained lid and RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size),i/c necessary excavtion foundation concrete 1:5:10 mix (1 cement : 5 coarse sand: 10graded stone aggregate 40mm nominal size) and in inside pelastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm 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 DSR 2018/18.36.1
20
-
7351.06
Constructing masonry Chamber45x50x60cm. inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants with C.I surface box 350x350mm ttop and 165 mm deep (inside) with Chained lid and RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size),i/c necessary excavtion foundation concrete 1:5:10 mix (1 cement : 5 coarse sand: 10graded stone aggregate 40mm nominal size) and in inside pelastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm 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 DSR 2018/19.30.1
10
-
5031.41
S/F of 110mm dia PVC ISI make pipe joints including cost of pipe coupling sockets sales taxes excise duty insurance and transportation upto desinated place P.V.C. pipe with shocket and tested for 6.00 kg/cmsq I.S.I marked.
40
-
238
PART- F Water Line
-
-
-
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift up to 1.50 M and lead up to 30 M and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the side of foundation trenches. (S.I. 251/CH-4/2019-20)
187
-
110
Supply and laying 110mm internal dia P.V.C. pipe of 10kg/sqcm pressure and Finolex or Jindal make complete and including supply of all materials, labour and T&P etc. required for proper completion of the work. PSR as per C.B.No. 2409/2016
177
-
389.2
Supply and laying 40mm internal dia C.P.V.C. pipe of Astrol or Ashirwad make complete and including supply of all materials, labour and T&P etc. required for proper completion of the work. DSR 18.7.5/2018
48
-
538.33
Supply of following PVC fittings (A) Tee 110 x 110 x 110mm dia P.S
6
-
140
(B) Endcap 110mm dia P.S
2
-
40
(C) Bend 110mm dia P.S
4
-
120
(D) D-joint 110mm dia P.S
4
-
135
Supply of cement solvent
5
-
250
P/F 100mm dia C.I. sluice vales with cap complete with volts nuts rubber insertion ect. (the tail pieces if required will be paid seprately)
2
-
3301.4
Supply & fixing Fire Hydrant 80mm dia (C.B. No. 2409/2016)
1
-
1056
Supply & fixing Air valve (DSR2018/ 18.60.2)
1
-
6800.27
Construction of brick masonary house connection chamber of size 900x900x1000 mm.(Internal). with M150 brick work in 1 : 4 (1 cement and 4 coarse sand) for sluice valve, with C.I. surface box 100mm top dia, 160mm bottom dia & a180mm deep (inside) with chainded lid and RCC top slab 1:2:4 mix i/c necessary excavation, foundation concrete 1:5:10 (1cement 5 fine sand 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. DSR 2018/18.34.1
4
-
13391.34
Construction of brick masonary house connection chamber of size 60x60x75 cm (Internal). with M150 brick work in 1 : 4 (1 cement and 4 coarse sand) fire hydrants, with C.I. surface box 100mm top dia, 160mm bottom dia & a180mm deep (inside) with chainded lid and RCC top slab 1:2:4 mix i/c necessary excavation, foundation concrete 1:5:10 (1cement 5 fine sand 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. DSR 2016/18.36.1
16
-
7351.06
P/F 20mm C.PVC pipe internal having thermal stabitily for hot & cold water supply incuding all CPVC palain and brass threaded fitting including fixing of pipe with clamps at 1.00m spacing. This includes joining of pipes & fitting with one step CPVC solvent cement and testing of joints complete as 0per direction of Engineer in Charge. DSR2018/18.7.2
240
-
254.76
Making water connecton of G.I. mains (25 to 40mm) dia by providing and fixing brass ferruel 25mm dia G.I. Uninon and G.I. nipple including cutting and threading the pipe inspection festing cutting and making good the road the road excluding bond with nagar palika fixing or pipe line upto the point near the building complete work including supply of all matereials labour t&p etc. required for proper completion of the work DSR 18.13.1/2018
80
-
558.96
Supply of Reducer 110x100x63 mm dia with 63mm F.T. Coupler PVC pipe 50mm F.T coupler CPVC F.T couper and 50x40 mm bush etc complete set suiltabe for providing water connection (approved rate)
19
-
529
PART -G BOUNDARY WALL
-
-
-
Dismantling brick work or stone work in lime or cement mortar and including stacking or materials as derected by the Engineer-in-charge with in distance or 60 meter (200feet) S.I. No. 692 2019-20
11.84
-
380
Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. SOR 2019-20/S.I 251
52.4
-
110
Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. SOR 19-20/ S.I. No.281
6.04
-
5500
M-150 brick work in 1:4(one part of cement and four part of coarse sand of 2.2.M ) cement mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of work. ( S.I NO. 307A CH-6)/2018-20
30.28
-
4650
M-150 brick work in 1:4(one part of cement and four part of coarse sand of 2.2.M ) Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall one brick thick. (1:6 cement & coarse sand) ( S.I NO. 307A+309+310) 2019-20
27.44
-
5165
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Footing & foundation excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.SOR 19-20/ S.I. No.287 + diff
1.6
-
6650
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in coloumns excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. Binding wire is to be supplied by the contractor free of cost. ( S.I NO. 289 CH-5)/2019-20
0.31
-
8050
Reinforced cement concrete work in lighter beam including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). R.C.C. work in Beam S.I.No. 285/SOR 19-20
2.36
-
7800
P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in 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 upto floor two level. SOR 19-20/ S.I. No.504
5.02
-
6100
12mm thick plaster in 1:4 cement and coarse sand mortar over brick work minimum thickness not to be less than 10mm including supply all materials labour t&P etc required for proper completion of work ( S.I NO. 584 CH-13)/2019-20
5.02
-
180
Finishing wall with water proof cement paint of approved make and quality on new work with three coat including primer coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work. SOR 19-20/ S.I. No.660+661
502
-
73
PART -H 6.0 MTR WIDE MS GATE
-
-
-
Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches.SOR 19-20/ S.I. No.251
10.8
-
110
Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.SOR 17-18/ S.I. No.281
0.9
-
5500
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Footing & foundation excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.SOR 19-20/ S.I. No.287+ diff
2.19
-
6750
As in item 3 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20.SOR 19-20/ S.I. No.289
0.72
-
8050
P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in 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 upto floor two level. SOR 19-20/ S.I. No.504
3.41
-
6100
Finishing wall with water proof cement paint of approved make and quality on new work with three coat including primer coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work. SOR 19-20/ S.I. No.660+661
14.84
-
73
Mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record racks, roof work gates etc. wrought to required from 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. SOR 19-20/ S.I. No. 503
720
-
65
Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.SOR 19-20/ S.I. No. 1A+2+4(iii) = 18+26+21
28.8
-
80
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