Kanpur Development Authority Tender
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Kanpur Development Authority - KDA Tender
Civil And Construction
Eprocure
Opening Date24 Nov 2024
Closing Date9 Dec 2024
Tender Amount₹ 9,35,69,499
Costs
EMD
₹ 18,72,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Construction And Development Of 20mld Ips At Jawaharpuram Sector-13
Description
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Contact
Tender Id
2024_UPKDA_976591_1Tender No
12/AA2/KDA/2023-24Tender Authority
Kanpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
-
-
-
Below NGL 0.0-1.50 m
869
213
185097
Below NGL 1.5-3.0 m
764
265
202460
Below NGL 3.0-4.5 m
666
317
211122
Below NGL 4.5-6.0 m
575
369
212175
Below NGL 6.0-7.50 m
490
421
206290
Below NGL 7.5-9.0 m
412
473
194876
Below NGL 9.0-10.5 m
341
525
179025
Below NGL 10.5-12.0 m
277
577
159829
Below NGL 12-13.50 m
82
629
51578
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
11
5656
62216
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
138
7433
1025754
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : shuttering and finishing:1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
197
8411
1656967
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
31
8527
264337
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
29
192
5568
5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
654
378
247212
5.9.3 Suspended floors, roofs, landings, balconies and access platform
86
428
36808
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
107
351
37557
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
1
6366
6366
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level in all shapes and sizes in :6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
26
7218
187668
6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level.6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)
40
869
34760
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
41
416
17056
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement.11.6.1 18 mm thick
5
426
2130
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
287
7400
2123800
12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)
127
195
24765
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
217
227
49259
6 mm cement plaster of mix :1:3 (1 cement: 3 fine sand)
165
146
24090
Finishing walls with Textured exterior paint @ 3.28 Ltr. per 10sqm of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.over one coat of primer applied 2.20Ltr 10 Sqm new pwd s. no 32
220
135
29700
Distempering (first coat) with oil bound distemper of approved bran d and manufacture and of required shade on undercoated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after throughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand prepared smooth including suply of all materials, labour, Tools & plants etc. required for proper completion of the work. for two coat
300
80
24000
Painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 Sq.M. in area with superior synthetic enamel such as Luxol 3, H gloss Apcolite, Superlac, Dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.
30
77
2310
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.10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover
9
2359
21231
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).10.11.1 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
118
131
15458
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
1
195
195
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,
(i) Single socketed pipes.12.41.2 110 mm diameter
5
312
1560
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.12.42.5.2 Bend 87.5°110 mm bend analyse
2
109
219
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete.12.43.2 110 mm analyse
3
182
547.5
10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay F.P.S. (non modular) brick tile of class designation 10.
165
550
90750
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 stone aggregate 10 mm and down gauge), including finishingwith cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase D.S.R No 12.21.1
40
135
5400
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, includingnecessary excavation, levelling & dressing & finishing the top smooth.
21
493
10353
Extra for shuttering in circular work (20% of respective centering and shuttering items) foundation plinth
30
38
1152
Extra for shuttering in circular work (20% of respective centering and shuttering items) wall
654
75
49442.4
Extra rates for quantities of works, executed: 2.24.2 In or under foul position, including pumping out water as requiredNote for item no. 2.24:- The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the qty executed in difficult conditions. The depth shall be reckoned correct to 0.10 m, 0.05 m or more shall be taken as
0.10 m and less than 0.05 m ignored. 25% extra
-
-
-
earth work
13658
105
1437504.5
for P.C.C.
109
1414
154126
F0R RCC Raft
1443
1858
2681454.75
for Wall
995
2061
2051192.5
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
240
78
18720
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
3490
127
443230
Finishing walls with acrylic emulsion paint of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.
355
70
24850
Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS : 1786.
40
275
11000
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
8
227
1816
Finishing walls with acrylic emulsion paint of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.
355
70
24850
(b) HT Room And UPPCL
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
-
-
-
Below NGL 0.0-1.50 m
34
152
5168
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
10
5656
56560
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
21
6366
133686
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level in all shapes and sizes in :6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
23
7218
166014
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.3 1:2:4(1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
2
7433
14866
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
10
8527
85270
6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level.6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)
20
869
17380
5.9 Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
20
192
3840
5.9.3 Suspended floors, roofs, landings, balconies and access platform
55
428
23540
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
6
351
2106
5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
11
7400
81400
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
60
416
24960
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement.11.6.1 18 mm thick
5
426
2130
12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)
99
195
19305
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
144
227
32688
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster
50
146
7300
P/F 1mm thick MS sheet door with frame of 40x40x6mm angle iron and 3mm MS gusset plates .. ..Using MS angels 40x40x6mm for diagonal braces.
5
3687
18435
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.10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover
15
2359
35385
Finishing walls with Textured exterior paint @ 3.28 Ltr. per 10sqm of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.over one coat of primer applied 2.20Ltr 10 Sqm new pwd s. no 32
150
135
20250
Distempering (first coat) with oil bound distemper of approved bran d and manufacture and of required shade on undercoated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after throughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand prepared smooth including suply of all materials, labour, Tools & plants etc. required for proper completion of the work. for two coat
150
80
12000
Painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 Sq.M. in area with superior synthetic enamel such as Luxol 3, H gloss Apcolite, Superlac, Dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.
50
77
3850
12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
2
195
390
12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,
(i) Single socketed pipes.12.41.2 110 mm diameter
5
312
1560
12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.12.42.5.2 Bend 87.5°110 mm bend analyse
4
109
438
12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete.12.43.2 110 mm analyse
6
182
1095
10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay F.P.S. (non modular) brick tile of class designation 10.
55
550
30250
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 stone aggregate 10 mm and down gauge), including finishingwith cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase D.S.R No 12.21.1
40
135
5400
4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, includingnecessary excavation, levelling & dressing & finishing the top smooth.
20
493
9860
(c) Boundary wall and Gate
-
-
-
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
-
-
-
Below NGL 0.0-1.50 m
235
152
35720
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
40
5656
226240
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
142
6366
903972
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level in all shapes and sizes in :6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
90
7218
649620
Providing and laying damp-proof course 50mm thick with cement concrete1:2:4 (1 cement: 2 coarse sand (zone-II): 4 graded stone aggregate 12.5mm nominal size) including Providing & applying a coat of residual petroleum bitumen of grade VG-10
of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with piece of cloth htly soaked in kerosene oil.
1
530
530
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.3 1:2:4(1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
1
7433
7433
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
1
8527
8527
5.9 Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
102
192
19584
5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
576
428
246528
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
4943
78
385554
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
1347
227
305769
Finishing walls with Textured exterior paint @ 3.28 Ltr. per 10sqm of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.over one coat of primer applied 2.20Ltr 10 Sqm new pwd s. no 32
1347
135
181845
5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
11422
74
845228
Painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 Sq.M. in area with superior synthetic enamel such as Luxol 3, H gloss Apcolite, Superlac, Dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.
432
77
33264
(d) Chamber and Connection
-
-
-
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
-
-
-
Below NGL 0.0-1.50 m
682
213
145266
Below NGL 1.5-3.0 m
521
265
138065
Below NGL 3.0-4.5 m
373
317
118241
Below NGL 4.5-6.0 m
238
369
87822
Below NGL 6.0-7.50 m
34
421
14314
Providing and Laying thermal insulation with 400 G polythene sheet including supply of all labour T&P etc all complete 7053 dsr material asper attached analysis
40
77
3080
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
24
5656
135744
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
134
6366
853044
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
4
8527
34108
5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
6
7400
44400
5.9 Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5
192
960
5.9.3 Suspended floors, roofs, landings, balconies and access platform
22
428
9416
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
355
227
80585
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster
162
250
40500
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :4.1.3 1:2:4(1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
5
6643
33215
P/F in position precast RCC manhole cover and frame : HD - 20 : Circular shape 560 mm internal diameter.
2
1295
2590
Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS : 1786.
40
275
11000
2.24 Extra rates for quantities of works, executed: 2.24.2 In or under foul position, including pumping out water as requiredNote for item no. 2.24:- The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the qty executed in difficult conditions. The depth shall be reckoned correct to 0.10 m, 0.05 m or more shall be taken as
0.10 m and less than 0.05 m ignored. 25% extra
-
-
-
earth work
2058
105
216604.5
for P.C.C.
68
1414
96152
for Wall
235
2061
484452.5
(e) L.T. Room
-
-
-
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
-
-
-
Below NGL 0.0-1.50 m
27
152
4104
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
8
5656
45248
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
17
6366
108222
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level in all shapes and sizes in :6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
18
7218
129924
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.3 1:2:4(1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
1
7433
7433
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
9
8527
76743
6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level.6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)
17
869
14773
5.9 Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
16
192
3072
5.9.3 Suspended floors, roofs, landings, balconies and access platform
50
428
21400
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
4
351
1404
5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
10
7400
74000
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
50
416
20800
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement.11.6.1 18 mm thick
3
426
1278
12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)
70
195
13650
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
139
227
31553
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster
45
250
11250
P/F 1mm thick MS sheet door with frame of 40x40x6mm angle iron and 3mm MS gusset plates .. ..Using MS angels 40x40x6mm for diagonal braces.
3
3687
11061
10.11 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).10.11.1 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
34
131
4454
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.10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover
8
2359
18872
Finishing walls with Textured exterior paint @ 3.28 Ltr. per 10sqm of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.over one coat of primer applied 2.20Ltr 10 Sqm new pwd s. no 32
126
135
17010
Distempering (first coat) with oil bound distemper of approved bran d and manufacture and of required shade on undercoated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after throughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand prepared smooth including suply of all materials, labour, Tools & plants etc. required for proper completion of the work. for two coat
122
80
9760
Painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 Sq.M. in area with superior synthetic enamel such as Luxol 3, H gloss Apcolite, Superlac, Dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.
30
77
2310
P/F panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows etc - for panelled or panelled and glazed shutters 25 mm to 40 mm thick - Float glass panes - 5.5mm thick
2
972
1944
12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
1
195
195
12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,
(i) Single socketed pipes.12.41.2 110 mm diameter
4
312
1248
12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.12.42.5.2 Bend 87.5°110 mm bend analyse
2
109
219
12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete.12.43.2 110 mm analyse
3
182
547.5
10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay F.P.S. (non modular) brick tile of class designation 10.
49
550
26950
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 stone aggregate 10 mm and down gauge), including finishingwith cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase D.S.R No 12.21.1
30
135
4050
4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, includingnecessary excavation, levelling & dressing & finishing the top smooth.
21
493
10353
(f) Transformer Room
-
-
-
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
-
-
-
Below NGL 0.0-1.50 m
25
152
3800
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
7
5656
39592
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
16
6366
101856
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level in all shapes and sizes in :6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
16
7218
115488
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.3 1:2:4(1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
1
7433
7433
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
7
8527
59689
6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 150 in superstructure above plinth level up to floor V level.6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)
17
869
14773
5.9 Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
15
192
2880
5.9.3 Suspended floors, roofs, landings, balconies and access platform
44
428
18832
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
5
351
1755
5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
9
7400
66600
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
46
416
19136
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement.11.6.1 18 mm thick
3
426
1278
12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)
64
195
12480
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
125
227
28375
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster
40
44
1760
P/F 1mm thick MS sheet door with frame of 40x40x6mm angle iron and 3mm MS gusset plates .. ..Using MS angels 40x40x6mm for diagonal braces.
3
3687
11061
10.11 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).10.11.1 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
45
131
5895
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.10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover
8
2359
18872
Finishing walls with Textured exterior paint @ 3.28 Ltr. per 10sqm of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.over one coat of primer applied 2.20Ltr 10 Sqm new pwd s. no 32
120
135
16200
Distempering (first coat) with oil bound distemper of approved bran d and manufacture and of required shade on undercoated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after throughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand prepared smooth including suply of all materials, labour, Tools & plants etc. required for proper completion of the work. for two coat
170
80
13600
Painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 Sq.M. in area with superior synthetic enamel such as Luxol 3, H gloss Apcolite, Superlac, Dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.
30
77
2310
P/F panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows etc - for panelled or panelled and glazed shutters 25 mm to 40 mm thick - Float glass panes - 5.5mm thick
3
972
2916
12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
1
195
195
12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,
(i) Single socketed pipes.12.41.2 110 mm diameter
4
312
1248
12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.12.42.5.2 Bend 87.5°110 mm bend analyse
2
109
219
12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete.12.43.2 110 mm analyse
3
182
547.5
10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay F.P.S. (non modular) brick tile of class designation 10.
44
550
24200
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 stone aggregate 10 mm and down gauge), including finishingwith cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase D.S.R No 12.21.1
30
135
4050
4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, includingnecessary excavation, levelling & dressing & finishing the top smooth.
20
493
9860
(g) Valve Chamber
-
-
-
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
-
-
-
Below NGL 0.0-1.50 m
115.99
152
17631.09
Below NGL1.50-3.0 m
52
204
10608
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
4
5656
22624
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.3 1:2:4(1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
10
7433
74330
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
14
8527
119378
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
56
227
12712
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
24
416
9984
Finishing walls with Textured exterior paint @ 3.28 Ltr. per 10sqm of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.over one coat of primer applied 2.20Ltr 10 Sqm new pwd s. no 32
56
135
7560
5.9 Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
10
192
1920
5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
105
428
44940
Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS : 1786.
39
275
10725
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
300
78
23400
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
1
6366
6366
Painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 Sq.M. in area with superior synthetic enamel such as Luxol 3, H gloss Apcolite, Superlac, Dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.
30
77
2310
5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
57
7400
421800
(h) Inlet Chamber
-
-
-
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
-
-
-
Below NGL 0.0-1.50 m
329
213
70077
Below NGL 1.5-3.0 m
281
265
74465
Below NGL 3.0-4.5 m
236
317
74812
Below NGL 4.5-6.0 m
195
369
71955
Below NGL 6.0-7.50 m
157
421
66097
Below NGL 7.5-9.0 m
122
473
57706
Below NGL 9.0-10.5 m
20
525
10500
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
6
5656
33936
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
91
7433
676403
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : shuttering and finishing:1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
88
8411
740168
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
1
8527
8527
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
315
227
71505
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
17
416
7072
Finishing walls with acrylic emulsion paint of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.
315
70
22050
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
29
192
5568
5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
482
378
182196
5.9.3 Suspended floors, roofs, landings, balconies and access platform
6
428
2568
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
1
6366
6366
Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS : 1786.
30
275
8250
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
340
78
26520
Painting 1st coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 Sq.M. in area with superior synthetic enamel such as Luxol 3, H gloss Apcolite, Superlac, Dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work.
7
70
490
5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
70
7400
518000
(i) Road Work
-
-
-
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket ) capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (INCLUDING EXTRA Cartage of earth up to 10.0 km distance excluding loading and un loading all complete of work) AND ALSO including
560
325
182000
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
560
152
85120
Construction of subgrade and earthen shoulders with approved material 303.1 obtained from borrow pits with all lifts and leads, transporting to site, 3.14) spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
340
110
37400
Brick on edging on both side of the road with M-150 bricks 23 cm deep and 12cm wide laid in mud mortar including supply of all material labour T&P etc. complete in all respect as per direction of E/I (Analysis rate)
100
175
17540
Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401.
140
3225
451500
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 archive the desired density. Morth 406.
110
3390
372900
Providing and applying priming coat with bitumen VG-10 on prepared surface of granular base including cleaning of road surface and spraying VG-10 @ 0.75 Kg per sqm. using mechanical means . MORTH 502.
420
30
12768
Providing and applying Tack coat with bitumen VG-10 pressure distributor at the rate of 0.25 Kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom MORTH 503.
840
10
9156
Providing and laying bituminous macadam with 100- 120 TPH hot mix plant producing on average output of 75 tonnes per hours using crushed aggregates of specified grading premixed with bituminous binder @ 3.4% of VG-30 transported to site laid over previously prepared surface with paver finisher to the required grade level and alignment and rolled as per class 501.6 & 501.7 to achieve the desired compaction complete in all respect. MORTH 504
30
7300
219000
Providing and laying semi dense bituminous concrete with 100 – 120 TPH type HMP producing on average output of 75 tonnes per hours using crushed aggregate of specified grading premix with bituminous binder @ 5% of VG-30 and filler transporting the hot mix to work site laying with Hydrostatic pavers finisher with sensor control to the required grade level and alignment, roller with smooth wheeled ,vibratory and tendem rollers to achieved the desired compaction complete in all respect. MORTH 508
20
8890
177800
(j) DG Set Foundation
-
-
-
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
-
-
-
Below NGL 0.0-1.50 m
19
152
2888
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
5
5656
28280
Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
6
6366
38196
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
21
8527
179067
5.9 Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
31
192
5952
5.22 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
25
7400
185000
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
41
416
17056
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement.11.6.1 18 mm thick
21
426
8946
(B) INSTALLATION OF PUMPING PLANT & ACCESSORIES AT INTERMEDIATE PUMPING STATION (I.P.S.)
-
-
-
INSTALLATION OF PUMPING PLANT & ACCESSORIES AT INTERMEDIATE PUMPING STATION (I.P.S.)
-
-
-
PUMPING PLANT
-
-
-
Non-clog, single stage, Bottom suction submersible sewage pump suitable for handling raw sewage of a specific gravity of 1.03 driven by submersible electric motor suitable for operation on 380 + 10% volts, 3 phase, 50 Hz, AC supply system along with 35 mtr
submersible cable and having following specification & M.O.C. Capacity - 90 LPS
Total Head - 20 mtr
H.P. of Motor - 45 RPM (Synch) - 1500 M.O.C.
Pum cacing - As per IS 210 Mechanical - Eagle Burgmann Impeller - CF8MSS-316
Shaft - As per AISI-410
5
1713000
8565000
Accessories of each submersible pumping plant
-
-
-
(a) Pedestal with autocouping - 1 No. (b) S.S. guide pipe approx - 10 M (c S.S. chain with shackles approx - 12 M (d) C.I.D.F. bend 200 mm dia x 900 - 1 No. (e) Submersible cable - 30 M
5
492000
2460000
0.415 KV L.T. outgoing panel for pumping plant
L.T. control panel having 2 Nos. Bus coupler and 8 Nos. outgoing panels or incoming/ outgoing will be considered as per requirement of work suitable to operated on 415 ± 6% Volt, 3 phase, 50 Hz, AC supply as per details given below- A- 2 Nos. Bus coupler (1 No. for D.G. set and 1 No. for power supply from LT end) each consisting of following items -
1600 amp ACB - 1 No.
C. Ts of suitable ratio - 1 No. Ammeter with selector swich - 1 No. Voltmeter with selector switch - 1 No.
Power factor meter (0.5 Lag & 0.5 Lead)-1 No Frequency meter - 1 No.
KWH meter - 1 No.
2 Pole over current relay & one plore earth fault relay 1 No.
B- Bus bar chamber having 3 Nos. bus bars for phase and 1 No. bus bar for neutral of suitable size - 1 No. C- 6 Nos. composite panels for pumping plants (06 Nos for P.P. & 02 No. spare) each consisting of following items-
160 amp MCCB - 8 Nos.
A.Ts of suitable ratio - 1 No. Ammeter with selector swich - 1 No.
Power capacitor controlled by main switch of suitable rating - 1 No. Thermal over load protection - 1 No. Reverse rotation trip device - 1 No. Automatic start/stop device according to level in the sump - 1 No. Indicating lamps (Auto/manual/low level/reverse rotation) - 1 set 3 Nos. panels for miscellaneous works, each consisting of following items- MCCB of 100 amp capacity - 2 No. C. Ts of suitable ratio - 1 No. Ammeter with selector swich - 1 No. Indicating lamps - 1 set 1 Nos. outgoing panels for miscellaneous works, each consisting of following items- MCCB of 63 amp capacity - 1 No. C. Ts of suitable ratio - 1 No. Ammeter with selector swich - 1 No. Indicating lamps - 1 set
1
1777000
1777000
Starter
-
-
-
SOFT starter suitable for operation on 380 ± 10% volts, 3 phase, 50 Hz, AC supply suitable for starting and running of 45 HP electric motor and 8 to 12 starts and stops Hr.
5
134000
670000
running of 45 HP electric motor and 8 to 12 starts and stops Hr.
1
305000
305000
Main Pipe, Valves and special
-
-
-
Motor operated C.I.D.F. rising spindle type, sluice valve with actuators conforming to IS: 14846 suitable for sewage application of following size.
-
-
-
200 mm dia size
5
240000
1200000
450 mm dia size
1
432000
432000
C.I.D.F. Reflex valve conforming to IS : 5312 suitable for sweage applicable of folllowing size.
-
-
-
200 mm dia size
5
120000
600000
450 mm dia size
1
336000
336000
C.I.D.F. dismantling joint of following size
-
-
-
200 mm dia size
5
110000
550000
450 mm dia size
2
127000
254000
C.I. Pipes and specials -
-
-
-
150 mm x 200 mm dia C.I.D.F. Enlarge - Nos.
-
-
-
450 mm dia C.I.D.F. pipe
145
17000
2465000
200 mm dia 900 C.I.D.F. bend
-
-
-
450 mm x 300 mm x 200 mm dia C.I.A.F. Tee
-
-
-
450 mm dia C.I. blind flange
-
-
-
Necessary MS, Nut-Bolt and washer
2
12000
24000
Necessary SS, Nut-Bolt and washer
2
21000
42000
Necessary rubber packing of suitable size 200 mm and 300 mm
1
144000
144000
H.O.T. Crane
-
-
-
Provision of H.O.T. crane of 5 ton capacity along with gantry girder and chainpully block and geared trolly suitable for 4.5 meter span and 10 meter clear lift complete in all respect for circular pump house suitable for 7 meter travelling lenlgth for installation of pumping plant.
1
768000
768000
Sewage level regulator/controller
-
-
-
Provision for ultrasonic level regulator/controller for measuring sewage level in the sump suitable for indication of low and high level in mtrs.
1
115000
115000
Electromagnetic flow meter
-
-
-
Provision for 450 mm dia electromagnetic flow meter complete with display unit including power cable installlation teting & commissioning.
1
763000
763000
Pressure Transmitter
-
-
-
Pressure gauge complete with necessary Cu. Tubing, stop cock and necessary fittings suitable for sewage applicable.
7
17000
119000
Power and control cable
-
-
-
Supply & laying of 1100 volt grade, 2x625 sqmm 3.5 core, Armored, Al conductor size of XLPE cables required for power wiring form L.T. Panel of sub station to L.T. panel of Pump
80
350
28000
Supply & laying the 2 x 625 sqmm 3.5 core Armored, Al Conductior size ofXLPE cables required for power wiring form L.T. Panel of pump house sto starters.
140
690
96600
Earthing
-
-
-
Double earthing of all electrical equipments as per latest IER specification complete with slat, charcoal, G.I. earth electrodes, watering pipe, C.I. earth boxes and G.I. earth strips of suitable of size.
4
15000
60000
Construction fo foundation for pumping plants, starters and panels
1
86000
86000
Installation of Pumping plants and all related equipments at site.
1
96000
96000
Commissioning of all pumping plants and related equipments at site.
1
48000
48000
Testing of Pumping Plants
-
-
-
At Works
1
144000
144000
At Site
1
144000
144000
Painting of all equipments
1
120000
120000
Internal and external electrification of pump house, substation room and campus.
1
144000
144000
Spares pump set/starter and spare parts
-
-
-
Spare pump of 90 LPS/20 m head/45 H.P. - 1set
2
1713000
3426000
Starter for above pump - 1 set
-
-
-
Impelle set - 1 No.
-
-
-
Shaft - 1 No.
-
-
-
Mechanical Seal - 2 Nos.
-
-
-
Upper and lower ball/thrush bearing - 2 Nos.
-
-
-
Auto Coupling - 1 No.
-
-
-
Spare part for L.T. panel and starter 1 set
-
-
-
Tools & spanners
-
-
-
Heavy duty pipe wrench 450 mm size - 2 Nos.
4
14000
56000
Screq wrench 350 mm size - 2 Nos.
-
-
-
Ring Spanners - 1set
-
-
-
DE spanners - 1 set
-
-
-
Socket wrench with tommy bar and sockets of diff. size - 1 set
-
-
-
insulated piler -2 Nos.
-
-
-
Scrow driver - 2 Nos.
-
-
-
Hammer with handle - 2 Nos.
-
-
-
hexaframe - 2 Nos.
-
-
-
Sprit level - 1 No.
-
-
-
Miscellaneous items required
-
-
-
L.T. magger with testing lead - 1No.
1
120000
120000
Tong tester for measuring of electrical quantity - 1No. Fire Extinguisher - 4 Nos
-
-
-
12 mm thick electric resstant rubber matting for LT equipments - 8Nos.
-
-
-
20 mm thick electric resistance rubber matting for HT equipments - 2 Nos.
-
-
-
Portable electric drill machine with complete range fo drill bits. - 1 No.
-
-
-
Manually operated crimping tool with complete range of dies upto 100 sqmm size cable - 1 No.
-
-
-
Portable deqatering submersible pump set complete wth starter, delivery pipes and other accessories - 1 No.
-
-
-
Steel almirah for keeping records and spares - 2Nos. Steel table with sunmica top - 1 1 No.
-
-
-
Steel chair - 4 Nos.
-
-
-
Chequered plate of required size to cover all cable trenches in pump house and substation - 1 Lot.
-
-
-
Provision of C. I. sluice Gate Conferming to IS 13349 or AWWac- 501 having F shapped wall thimble of C.I. spindle
5
1199000
5995000
Provision for Mini Tubewell with 100 mm PVC pipe including Cora 100 Submersible pump for campus water requirement complete in all respect.
1
48000
48000
Pole mounted Solar LED 1*18 W Street lighting Fixture installation
5
24000
120000
Mechancial coarse screen with conveyour belt taking as one stand by 20 mm opening.
2
1439000
2878000
(Belt Conveyor -600 mm width)
-
-
-
Miscellaneous Works
1
300000
300000
Installation of DG sets at intermediate pumping station (I.P.S.) [SCHEDULEOFWORKFORINSTALLATIONOFDGSETSATMAINSEWAGEPUMPINGSTATION(M.P.S.)
-
-
-
Supply of silent type DG set, engine, alternatorcapable of developing 180 KVA at 415 + 6%volts,50 Hz AC at 0.80 P.F. logging and self exciting coupled with suitable BHP diesel engine connected with flexible coupling and mounted on common base plate complete withfuel tank inside the acoustion system and in built control panel 12 voltleadacide battery with leadsilencer manual control panel & AVM pads D.G.Set shall be mounted in open sky resting on thefoundationasperthedesign.
2
3070000
6140000
SuitableAMFpanelfloormountingtypecomprising of Ammeter/ Voltmeter with slector switch,power factor meter,shortcircuit protection, mainsupply voltage monitor shortcircuit protection relay, selector switch auto/manual/off, indicating lamps, push buttonstart/stop/re-setetc.
1
1439000
1439000
Anti-Vibrationmountings
2
144000
288000
Exhaustpipe,fuellineandfueltank
2
105500
211000
SparepartsforD.G.set
2
173000
346000
CompletepowerwiringandearthingofD.G.setand AMF panel as per IER specification withnecessary power and control cable, salt,charcoal,G.I.earthelectrodes,wateringpipe, C.I.earthboxesandG.I.earchstripofadequate size.
2
312000
624000
ConstructionoffoundationofD.G.setandAMF panel.
2
168000
336000
InstallationofD.G.setandotheraccessories includingcommissioningandtesting.
1
182000
182000
MiscellaneousWorks
1
100000
100000
(C) INSTALLATION OFSCADA/ AUTOMATION AT INTERMEDIATE PUMPING STATION (I.P.S.)
-
-
-
GSM/GPRS Based Remote Terminal Units With analog and Digital parameter and features as specified to store and transmit data on GSM backbone to MCS (1 no. IRTU for 2 Pumps) and should able to send & recived SMS from registered mobile parallel mode.
3
288000
864000
GSM/GPRS based wireless communication hardware for RTUs capable to transfer data from remote site to MCS with all accessories and should able to send & recived SMS from registered mobile parallel mode.
3
38000
114000
Intelligent energy meters
3
29000
87000
Auto Phase reversal unit with inbuilt time delay & enclosure (Confirms to IEC: 60947- 1 & IEC : 60947-6-1) of rating 400 Amp.
1
216000
216000
Complete cabling for 6 pumps
1
288000
288000
Security Survelliance IP Camera
4
19000
76000
(D) After completion of the work, one year maintenance and operation of I.P.S
-
-
-
Chaukidari (365x3)
1095
407
445665
Pump Operator (365x3)
1095
440
481800
Electrition (365x2)
730
528
385440
MISLANIOUS WORK LAYING SEWER LINE ALL COMPLETE
-
-
-
A- LAYING OF SEWER LINE FROM EXSTING MANHOLE TO IPS
-
-
-
Supply of the following pipe suitable for R/R joints as per relevant IS Specification FOR destination including all taxes, insurance and transportation charges up to UP Jal Nigam Divisional Stone in Ghazipur city 600 mm dia DI K – 9 18.72.24 DSR 2021 Analyse
75
8715
653670
Supply of the specials for above pipes
10
14393
143931.9
Supply of following D.I.D/F fittings as per relevant IS Specification or other equivalent make FOR destination including all taxes, insurance and transportation charges
-
-
-
600 mm dia double orifice kinetic type air valve
1
28785
28785
NRV 600 mm dia
1
734017
734017.5
Sluice valve 600 mm dia
1
527725
527725
Excavation for following depth below G.L. for laying of Rising mains in ordinary soil earth, sand, loam, and clay including cutting of jointing pits trimming dressing leveling refilling of trenches in 20cm layers watering and ramming the same including removal of surplus earth or other dismantled materials up to a distance 50m from the center of trenches.
0.0 - 1.5
135
213
28755
Extra on above for excavation in soil mixed with moorum shingle kankar etc. where special T & P is to be used.
0.0 - 1.5
41
265
10865
Carting of following sizes of DI-K-9 Pipes & rubber rings from store to site of work, lowering the same into trenches and laying true to the alignment and gradient including excavation of earth below invert of pipes cost of all jointing materials testing etc. complete.
600 mm DI K - 9
75
369
27708.75
Carting & re-carting of excavated earth where sufficient width of road is not available for stacking of surplus earth during excavation & laying of Riming mains (Average lead 250m)
61
148
9052.4
Carting of following sizes of CI fittings from store to site of work lowering the same into the already prepared, tranches also including fixing in position including supply of all materials such as bolts, nuts rubber packing, white lead etc. labour & T&P complete
-
-
-
600mm dia double orifice kinetic type air valve
1
963
963.34
NRV 600 mm dia
1
6236
6236.75
Sluice valve 600 mm dia
1
8155
8155.75
Supply of all materials labour T&P for construction of Brick masonry chamber to place sluice valve, Air valves etc. complete as per UP Jal Nigam type Design
5
21492
107464
Supply of all materials labour T & P etc. complete for construction of cement concrete Thrust Blocks (2.5*1.25*1.25m size) in 1:2:4 cement, coarse sand and 20mm gauge stone ballast also including excavation, refilling properly fixing pipe/ bends etc. all complete at suitable locations i.e. bends etc. as directed by Engineer in charge
5
29014
145070
B- CONSTRUCTION OF BYE PASS SEWER FROM IPS TO EXSTING SEWER LINE FOR STP
-
-
-
Excavation in foundation in ordinary soil (loam, clay and sand) for lead upto 50 M and lift up to 1.50 M filling, watering and ramming of excavated earth into the space of foundation trench and disposal of surplus earth up to a distance of 50 M from the foundation trenches. Depth Below G.L.
-
-
-
0.00 - 1.50 M
2250
213
479250
1.50 - 3.00 M
2250
265
596250
3.00 - 4.50 M
750
317
237750
Supply,Laying &Carting of 1000 mm dia DI K-9 Pipe Laying &Carting of 1000 mm dia DI K-9 Pipe and special from stroe to the site fo work, lowering the same into trenches in depth upto 1.5m below ground level true to alignment, . complete but excavation and relling of trenches from ground level to the invert level of pipe
200
17972
3594500
Supply ,Laying &Carting of 1000mm dia. RCC Hume pipes (NP-3class) and special from stroe to the site fo work, lowering the same into trenches in depth upto 1.5m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in bitumen and jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe cost of all jointing materials, testing etc. complete but excavation and relling of trenches from ground level to the invert level of pipe
800
7780
6224000
Bedding
-
-
-
Lean Concrete in foundation in 1:4:8 proportion with cement, coarse sand and 40 mm gauge stone ballast including supply of all materials, labour T&P etc. for proper completion of work.
36
5656
203616
Plain cement concrete in proportion 1:2:4 cement, coarse sand and 20 mm gauge stone ballast including centering and shuttering all labour, material T&P etc. complete
4
6643
26572
RCC 1:1½:3 block at the end of Bye Pass Sewer to keep it in position preventing from flood damage or otherwise in cement coarse sand 20mm gauge grit including supply of all other materials labour T&P etc. complete
20
7443
148860
Launching Apron
2
6643
13286
MS Works
1
74000
74000
Steel work welded in builtup section
24
117000
2808000
Site Clearance & unforeseen works
1
1368
1368.56
Miscellaneous Works
1
50000
50000
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