Gorakhpur Development Authority Tender
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Gorakhpur Development Authority - GDA Tender
Civil And Construction
Building Construction
Eprocure
Opening Date3 Jul 2024
Closing Date16 Jul 2024
Tender Amount₹ 2,09,66,297
Costs
EMD
₹ 10,48,500Document Cost
₹ 4,130Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GORDA_934902_5Bid Award Id
ViewTender No
01/GDA/2023-24/25062024Tender Authority
Gorakhpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Pipes 300 mm to 600 mm diameter (D.S.R. N0-2.10.1.3)
150
62877
419.18
Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete.
-
-
-
250 mm. dia. RCC Pipes (D.S.R. N0-19.6.3)
400
274440
686.1
300 mm. dia. RCC Pipes (D.S.R. N0-19.6.4)
150
113722
758.15
Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design
-
-
-
250 mm. dia. (D.S.R. N0-19.3.4)
400
310112
775.28
300 mm. dia. (D.S.R. N0-19.3.5)
150
134202
894.68
Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. (D.S.R. No-19.7)
-
-
-
Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With common burnt clay FPS (non modular) bricks of class designation 75 (D.S.R. No-19.7.1)
-
-
-
(i) For Sewer Line (D.S.R. No-19.7.1.1)
20
194750
9737.54
Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 (D.S.R. No-19.8.1.1)
10
67293
6729.37
Inside size 90x120cms and 90cms deep including CI cover with frame (MEDIUM duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58kg). (D.S.R. No-19.7)
-
-
-
With common burnt clay FPS (non modular) bricks of class designation 75 (D.S.R. No-19.7.2)
-
-
-
(i) For Sewer Line (D.S.R. No-19.7.2.1)
20
402683
20134.19
Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 (D.S.R. No-19.8.2.1)
10
80714
8071.44
Constructing brick masonary circular manhole 1.22 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12mm 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 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design: (D.S.R. No-19.11)
-
-
-
1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm 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 20mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately): (D.S.R. No-19.11.1)
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (D.S.R. No-19.11.1.1)
8
150686
18835.85
Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68m to 2.29m (D.S.R. No-19.12)
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (D.S.R. No-19.12.1)
4
30077
7519.36
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 : (D.S.R. No-19.13)
-
-
-
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) : (D.S.R. No-19.13.1)
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (D.S.R. No-19.13.1.1)
2
80777
40388.94
Extra depth for circular type manhole 1.52 m internal dia (at bottom)beyond 2.30 m : (D.S.R. No-19.14)
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (D.S.R. No-19.14.1)
0.6
10418
17363.54
Providing orange colour safety foot rests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (D.S.R. No-19.16)
195
72424
371.41
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 : (D.S.R. No-19.27)
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 For Sewage and Waste water (D.S.R. No-19.27.1)
20
90858
4542.9
COST OF EXTERNAL WATER SUPPLY WORKS
-
-
-
RISING MAIN AND BYE PASS ARRANGEMENT
-
-
-
Providing and laying double flanged (Screwed/Welded) centrifugally (Spun) Ductile iron pipes of class K-9 conforming to IS 8329 (D.S.R. No-18.73)
-
-
-
100mm dia Ductile iron double flanged (D.S.R. No-18.73.1)
20
27778
1388.93
Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, (D.S.R. No-20.10)
-
-
-
in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.
-
-
-
a) Pipes 80mm to 300mm diameter. (D.S.R. No-20.10.1.2)
100
26851
268.51
Providing push-on-joints to centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket : (D.S.R. No-18.70)
-
-
-
100mm dia pipes (D.S.R. No-18.70.1)
16.01
1458
91.08
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): 100mm diameter (D.S.R. No-18.31.1.2)
6
22810
3801.71
Provding 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. 100mm dia (D.S.R. No-18.59.3)
4
27123
6780.91
DISTRIBUTION SYSTEM
-
-
-
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.
-
-
-
25mm dia nominal bore
100
27099
270.99
32mm dia nominal bore
175
58525
334.43
40mm dia nominal bore
150
64399
429.33
50mm dia nominal bore
80
48449
605.62
65mm dia nominal bore (inner dia62 mm)
50
63836
1276.73
80mm dia nominal bore(inner dia 75mm)
350
578144
1651.84
100mm dia nominal bore(inner dia 75mm)
25
62363
2494.55
150mm dia nominal bore(inner dia 75mm)
20
104043
5202.15
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
-
-
-
25mm nominal bore.
45
21356
474.58
32mm nominal bore.
6
3154
525.82
40mm nominal bore.
4
2519
629.9
50mm nominal bore.
2
1565
782.82
65mm nominal bore.
10
13283
1328.39
80mm nominal bore.
10
19859
1985.97
25 mm OD (SDR-7.4)
40
8084
202.1
75 mm OD (SDR-7.4)
100
53127
531.27
Providing and fixing CPVC butterfly valve in main water supply line, with disc material (Corzan CPVC for nominal pressure of 10 bar body in PP-CR) (MAKE AASHIRWAD, ASTRAL, PHENOLEX) (MARKET RATE)
-
-
-
150mm dia
4
64439
16109.9
100mm dia
6
63536
10589.4
50mm dia
23
142465
6194.15
Providing and fixing of Fire Hydrant (A.R.)
4
72240
18060
Drain work
-
-
-
Earth work in excavation
261.01
35325
135.34
P.C.C. (1:4:8)
36
186989
5194.15
R.C.C. work (1:1.5:3)/ raft
36
228956
6359.9
R.C.C. Wall
48
305275
6359.9
RCC COVER
1.2
7631
6359.9
M.S. work in R.C.C.
66.88
550008
8223.56
Shuttering
-
-
-
Foundations
87.75
26238
299.01
Walls
2
1284
642.41
Providing ang fixingfactory made precast RCC perforated drain covers having strength not less than M 25 of any size thick ness not less than 75 mm reinforcement @ 0.75 % of concrete volume including MS flat of size75* 1.6 mm complete reinforcement design approved by I/ c (rate base on DSR 2023 no 23.9)
216
768528
3558
Earth Work:
-
-
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 10 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. For external road (Morth)
3937.5
822937
209
CONCRETE
-
-
-
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) Below road (DSR 23 4.1.8)
627.93
3261552
5194.15
Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge.
(The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum.
Excess/less cement used as per design mix is payable/ recoverable
separately).
560
4194762
7490.65
Applying stamping finish to the top surface of freshly laid plain/reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineerin-Charge. The process shall include the following:-
• The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting. • After stamping, the curing shall be done as per manufactures specifications. After initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per the requirement. The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface. • The construction joints shall be provided by groove cutting of size 4mm x 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying Polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.)
-
-
-
Stamp finishing on internal road
2449.99
1424912
581.6
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
21978.83
1807539
82.24
Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. along the building (D.S.R. No-16.92)
350
584228
1669.23
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. (D.S.R. No-10.16)
-
-
-
Hot finished welded type tubes (D.S.R. No-10.16.1)
10000
1482300
148.23
RAIN WATER HARVESTING
-
-
-
RECHARGE PITS
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil (D.S.R. No-2.6.1 )
45.24
6122
135.34
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.(D.S.R. No- 2.6.1+2.26.1)
45.18
10483
232.03
In all kind of soil upto 3.0m to 4.5m. Depth (D.S.R. No-2.6.1+2.26.1 )
45.18
14851
328.71
In all kind of soil upto 4.5 m to 6.0m. Depth (D.S.R. No- 2.6.1+2.26.1)
21.08
8967
425.4
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) : 4 graded stoneaggregate 20 mm nominal size) (D.S.R. No- 4.1.3)
2.4
14417
6007.36
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (D.S.R. No- 6.1)
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand) (D.S.R. No- 6.1.1)
48.28
271339
5620.12
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) (D.S.R. No- 4.1.2)
3.22
20478
6359.9
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
3.8
31249
8223.56
12 mm cement plaster of mix :
-
-
-
1:4 (1 cement: 4 coarse sand)
92.32
25155
272.48
Centering and shuttering including strutting, propping etc. and remova of form for : (D.S.R. No-5.9)
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete (D.S.R. No-5.9.1)
3.48
1040
299.01
Suspended floors, roofs, landings, balconies and access platform (D.S.R. No-5.9.3)
21.5
15201
707.03
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) as per standard design: With 20x20mm square bar (D.S.R. No-19.15.1)
20
8306
415.33
Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. (D.S.R. No-19.19)
-
-
-
M.D. -10- Circular shape 500mm internal diameter (D.S.R. No-19.19.2.2)
2
1788
894.11
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 -in-charge, beyond 90 metre & upto 150 metre depth below ground level. (D.S.R. No-23.2)
-
-
-
Drilling of 300mm dia bore hole manually. (D.S.R. No-23.2.1)
50
31480
629.6
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 (D.S.R. No-23.4.2) (D.S.R. No-23.5)
30
18470
615.68
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (D.S.R. No-23.5)
24.26
27928
1151.22
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, 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.(D.S.R. No-23.6)
26.22
30753
1172.92
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.(D.S.R. No-23.7)
26.22
30753
1172.92
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.(D.S.R. No-23.8)
2
3087
1543.68
DESILTING CHAMBER
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil (D.S.R. No-2.6.1)
20.1
2720
135.34
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
8.12
1884
232.03
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) : 4 graded stoneaggregate 20 mm nominal size)
2.08
12495
6007.36
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) (D.S.R. No- 6.1.1)
7.04
39565
5620.12
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) (D.S.R. No-4.1.2)
2.76
17553
6359.9
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (D.S.R. No-5.22.6)
3.26
26808
8223.56
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (D.S.R. NO-13.4.1)
34.72
9460
272.48
Centering and shuttering including strutting, propping etc. and remova of form for : (D.S.R. No-5.9)
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete (D.S.R. No-5.9.1)
1.2
358
299.01
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (D.S.R. No-5.9.2)
3
1927
642.41
Suspended floors, roofs, landings, balconies and access platform(D.S.R. No-5.9.3)
13.9
9827
707.03
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) as per standard design: With 20x20mm square bar (D.S.R. No-19.15.1)
24
9967
415.33
Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter (D.S.R. No-19.19.2.2)
4
3576
894.11
SUMP WORKS
-
-
-
UNDER GROUND TANK : Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5m. & lead upto 30m. Including filling , watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royalty) (S.I.No-251/20)
63.21
7585
120
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
3.53
18335
5194.15
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 (D.S.R. No-5.33.1/2019)
40
289886
7247.15
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
2881
236933
82.24
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete (D.S.R. No-5.9.1/19)
6.25
1868
299.01
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (D.S.R. No-5.9.2/19) Outer
69
44326
642.41
Suspended floors, roofs, landings, balconies and access platform (D.S.R. No-5.9.3/19) Slab
24
16968
707.03
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (D.S.R. No-22.5/83)
95.25
44810
470.45
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. (S.I.No-628/20)
57
54150
950
Providing and Fixing of SFRC main hole cover(600X600MM) with frame(medium duty) for UGT (MARKET RATE)
2
1600
800
Addition or deduction of cement in ready mix concrete as per desgn mix 5.35
1378.89
10824
7.85
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