Department Of Hydro Power Development Tender
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Department Of Hydro Power Development - HPDAP Tender
Electrical Goods and Equipments
Electrical and Electronics
Eprocure
Opening Date11 May 2023
Closing Date17 May 2023
Tender AmountRefer Documents
Costs
EMD
₹ 2,24,723Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_HPDAP_1264_1Bid Award Id
ViewTender No
NIT No.DD/HPD/W-21/2023-24/04, Dtd.01/05/2023Tender Authority
Department Of Hydro Power Development ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Girth from 300 mm to 600 mm
28
-
-
Girth from 600 mm to 900 mm
8
-
-
Girth from 900 mm to 1800 mm
8
-
-
CIVIL WORKS (SH: Trench Weir)
-
-
-
Earth work in excavation in saturated soil upto depth 61 cm pumping or bailing out water and disposing of excavated soil, within a lead of 50m and lift upto 1.5 m
133.74
-
-
Providing and laying cement concrete 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in foundation and plinth.
17.98
-
-
Extra for Cement concrete in or under water and on liquid mud i/c cost of pumping and bailing out water and ramming sluice etc.
41.37
-
-
Centring and shuttering including strutting propping etc. and removal of form work for:
-
-
-
(a) Foundation, footings
34.76
-
-
(b) Walls
425.92
-
-
(c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height)
28
-
-
Reinforcement for RCC work including bending binding and placing in position complete:
-
-
-
(a) TMT bars.
8735.7
-
-
Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the cost of centring,shuttering and reinforcement in:
-
-
-
a) 1 : 1.5 : 3
25.48
-
-
Reinforced cement concrete work in walls (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc. from top of foundation upto floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 of thickness not exceeding 6mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in:
-
-
-
a) 1 : 1.5 : 3
117.2
-
-
Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size):
-
-
-
a) 1 : 1.5 : 3
5.6
-
-
Extra for laying reinforcement cement in or under water and or liquid mud including cost of pumping or bailing out water and removing slush etc.
142.68
-
-
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
168
-
-
Diversion of water during construction.
1
-
-
CIVIL WORKS (SH: Intake Chamber)
-
-
-
Earth work in excavation in saturated soil upto depth 61 cm pumping or bailing out water and disposing of excavated soil, within a lead of 50m and lift upto 1.5 m
25.99
-
-
Providing and laying cement concrete 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in foundation and plinth.
1.94
-
-
Cement concrete in or under water and on liquid mud i/c cost of pumping and bailing out water and ramming sluice etc.
1.07
-
-
Centring and shuttering including strutting propping etc. and removal of form work for:
-
-
-
(a) Foundation, footings
2.18
-
-
(b) Walls
316.8
-
-
(c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height)
9
-
-
Reinforcement for RCC work including bending binding and placing in position complete:
-
-
-
(a) TMT bars.
1919.21
-
-
Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the cost of centring,shuttering and reinforcement in:
-
-
-
a) 1 : 1.5 : 3
1.63
-
-
Reinforced cement concrete work in walls (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc. from top of foundation upto floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 of thickness not exceeding 6mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in:
-
-
-
a) 1 : 1.5 : 3
2.69
-
-
Extra for laying reinforcement cement in or under water and or liquid mud including cost of pumping or bailing out water and removing slush etc.
4.32
-
-
Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size):
-
-
-
a) 1 : 1.5 : 3
1.63
-
-
CIVIL WORKS (SH: Feeder Channel)
-
-
-
(Formation Cutting): Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1).
204.12
-
-
Excavation in Hilly Area in Ordinary Rock by Manual Means (Excavation in Ordinary Rock using Manual Means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.)
349.92
-
-
Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by manual means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.)
29.16
-
-
(Foundation Trenching): Earth work inexcavation in foundation trenches not exceeding 1.5m in width or 10 sqm on plan or drains not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
-
-
-
(a) Hard Soil
22.49
-
-
(b) Ordinary Rock
19.28
-
-
(c) Hard Rock requiring blasting
22.49
-
-
Providing and laying cement concrete 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in foundation and plinth.
13.77
-
-
Centring and shuttering including strutting propping etc. and removal of form work for:
-
-
-
(a) Foundation, footings
17.82
-
-
(b) Walls
190.08
-
-
Reinforcement for RCC work including bending binding and placing in position complete:
-
-
-
(a) TMT bars.
3582.54
-
-
Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the cost of centring,shuttering and reinforcement in:
-
-
-
a) 1 : 1.5 : 3
12.15
-
-
Reinforced cement concrete work in walls (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc. from top of foundation upto floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 of thickness not exceeding 6mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in:
-
-
-
a) 1 : 1.5 : 3
12.96
-
-
CIVIL WORKS (SH: Desilting Tank)
-
-
-
(Formation Cutting): Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1).
38.26
-
-
Excavation in Hilly Area in Ordinary Rock by Manual Means (Excavation in Ordinary Rock using Manual Means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.)
57.39
-
-
(Foundation Trenching): Earth work inexcavation in foundation trenches not exceeding 1.5m in width or 10 sqm on plan or drains not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
-
-
-
(a) Hard Soil
41.04
-
-
(b) Ordinary Rock
17.1
-
-
(c) Hard Rock requiring blasting
6.84
-
-
Providing and laying cement concrete 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in foundation and plinth.
6.24
-
-
Centring and shuttering including strutting propping etc. and removal of form work for:
-
-
-
(a) Foundation, footings
7.15
-
-
(b) Walls
237.12
-
-
Reinforcement for RCC work including bending binding and placing in position complete:
-
-
-
(a) TMT bars.
5828.57
-
-
Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the cost of centring,shuttering and reinforcement in:
-
-
-
a) 1 : 1.5 : 3
6.76
-
-
Reinforced cement concrete work in walls (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc. from top of foundation upto floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 of thickness not exceeding 6mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in:
-
-
-
a) 1 : 1.5 : 3
10.23
-
-
CIVIL WORKS (SH: Power Channel)
-
-
-
(Formation Cutting): Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1).
446.76
-
-
Excavation in Hilly Area in Ordinary Rock by Manual Means (Excavation in Ordinary Rock using Manual Means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.)
765.87
-
-
Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by manual means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.)
63.81
-
-
(Foundation Trenching): Earth work inexcavation in foundation trenches not exceeding 1.5m in width or 10 sqm on plan or drains not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
-
-
-
(a) Hard Soil
46.59
-
-
(b) Ordinary Rock
39.93
-
-
(c) Hard Rock requiring blasting
46.59
-
-
Providing and laying cement concrete 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in foundation and plinth.
27.54
-
-
Centring and shuttering including strutting propping etc. and removal of form work for:
-
-
-
(a) Foundation, footings
33.66
-
-
(b) Walls
381.48
-
-
Reinforcement for RCC work including bending binding and placing in position complete:
-
-
-
(a) TMT bars.
3664.45
-
-
Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the cost of centring,shuttering and reinforcement in:
-
-
-
a) 1 : 1.5 : 3
24.48
-
-
Reinforced cement concrete work in walls (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc. from top of foundation upto floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 of thickness not exceeding 6mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in:
-
-
-
a) 1 : 1.5 : 3
26.01
-
-
CIVIL WORKS (SH: Forebay Tank)
-
-
-
(Formation Cutting): Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1).
69.48
-
-
Excavation in Hilly Area in Ordinary Rock by Manual Means (Excavation in Ordinary Rock using Manual Means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.)
104.22
-
-
(Foundation Trenching): Earth work inexcavation in foundation trenches not exceeding 1.5m in width or 10 sqm on plan or drains not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
-
-
-
(a) Hard Soil
40.43
-
-
(b) Ordinary Rock
30.32
-
-
(c) Hard Rock requiring blasting
30.32
-
-
Providing and laying cement concrete 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in foundation and plinth.
10.64
-
-
Centring and shuttering including strutting propping etc. and removal of form work for:
-
-
-
(a) Foundation, footings
12.23
-
-
(b) Walls
157.21
-
-
Reinforcement for RCC work including bending binding and placing in position complete:
-
-
-
(a) TMT bars.
3364.49
-
-
Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the cost of centring,shuttering and reinforcement in:
-
-
-
a) 1 : 1.5 : 3
13.39
-
-
Reinforced cement concrete work in walls (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc. from top of foundation upto floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 of thickness not exceeding 6mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in:
-
-
-
a) 1 : 1.5 : 3
18.53
-
-
Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size):
-
-
-
a) 1 : 2 : 4
1.68
-
-
CIVIL WORKS (SH: Spillway Channel)
-
-
-
Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1).
59.63
-
-
Excavation in Hilly Area in Ordinary Rock by Manual Means (Excavation in Ordinary Rock using Manual Means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.)
110.73
-
-
Earth work inexcavation in foundation trenches not exceeding 1.5m in width or 10 sqm on plan or drains not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
-
-
-
(a) Hard Soil
8.75
-
-
(b) Ordinary Rock
7.5
-
-
(c) Hard Rock requiring blasting
8.75
-
-
Providing and laying cement concrete 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in foundation and plinth.
4
-
-
Centring and shuttering including strutting propping etc. and removal of form work for:
-
-
-
(a) Foundation, footings
0.75
-
-
(b) Walls
7.5
-
-
Reinforcement for RCC work including bending binding and placing in position complete:
-
-
-
(a) TMT bars.
1537.07
-
-
Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the cost of centring,shuttering and reinforcement in:
-
-
-
a) 1 : 1.5 : 3
5.25
-
-
Reinforced cement concrete work in walls (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc. from top of foundation upto floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 of thickness not exceeding 6mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in:
-
-
-
a) 1 : 1.5 : 3
5.63
-
-
CIVIL WORKS (SH: Anchor and Saddle Block)
-
-
-
Earth work inexcavation in foundation trenches not exceeding 1.5m in width or 10 sqm on plan or drains not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
-
-
-
(a) Hard Soil
45.88
-
-
(b) Ordinary Rock
45.88
-
-
(c) Hard Rock requiring blasting
22.94
-
-
Providing and laying cement concrete 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in foundation and plinth.
8.01
-
-
Centring and shuttering including strutting propping etc. and removal of form work for:
-
-
-
(a) Foundation, footings
259.54
-
-
Reinforcement for RCC work including bending binding and placing in position complete:
-
-
-
(a) TMT bars.
251.67
-
-
Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the cost of centring,shuttering and reinforcement in:
-
-
-
a) 1 : 1.5 : 3
11.85
-
-
Providing and laying cement concrete 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in foundation and plinth.
47.32
-
-
CIVIL WORKS (SH: Tailrace Channel)
-
-
-
Earth work inexcavation in foundation trenches not exceeding 1.5m in width or 10 sqm on plan or drains not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
-
-
-
(a) Hard Soil
44.52
-
-
(b) Ordinary Rock
59.36
-
-
(c) Hard Rock requiring blasting
44.52
-
-
Providing and laying cement concrete 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in foundation and plinth.
16.49
-
-
Centring and shuttering including strutting propping etc. and removal of form work for:
-
-
-
(a) Foundation, footings
32.01
-
-
(b) Walls
384.12
-
-
Reinforcement for RCC work including bending binding and placing in position complete:
-
-
-
(a) TMT bars.
6785
-
-
Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the cost of centring,shuttering and reinforcement in:
-
-
-
a) 1 : 1.5 : 3
21.83
-
-
Reinforced cement concrete work in walls (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc. from top of foundation upto floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 of thickness not exceeding 6mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in:
-
-
-
a) 1 : 1.5 : 3
26.19
-
-
Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size):
-
-
-
a) 1 : 2 : 4
0.48
-
-
CIVIL WORKS (SH: Power House Building)
-
-
-
(Site Development): Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1).
388.08
-
-
Excavation in Hilly Area in Ordinary Rock by Manual Means (Excavation in Ordinary Rock using Manual Means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.)
176.4
-
-
Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by manual means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.)
70.56
-
-
(Building Portion): Earth work inexcavation in foundation trenches not exceeding 1.5m in width or 10 sqm on plan or drains not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
-
-
-
(a) Hard Soil
11.64
-
-
(b) Ordinary Rock
9.31
-
-
(c) Hard Rock requiring blasting
2.33
-
-
Providing and laying cement concrete 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in foundation and plinth.
2.03
-
-
Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the cost of centring,shuttering and reinforcement in:
-
-
-
a) 1 : 1.5 : 3
6
-
-
Reinforced cement concrete work in Collumns, pillars, piers upto floor two level including finishing and plastering the exposed surface with CM 1:3 :
-
-
-
a) 1 : 1.5 : 3
4.39
-
-
Reinforced cement concrete work in lintels, beams and bressumers upto floor two level including finishing and plastering the exposed surface CM 1:3 of thickness not exceeding 6 mm to give a smooth and even surface:
-
-
-
a) 1 : 1.5 : 3
7.5
-
-
Centring and shuttering including strutting propping etc. and removal of form work for:
-
-
-
(a) Foundation, footings, base of columns etc.
24
-
-
(b) Lintels, beams, girders and bressumers etc.
162.75
-
-
Reinforcement for RCC work including bending binding and placing in position complete:
-
-
-
(a) TMT bars.
1920.58
-
-
(b) Mild Steel and Medium Steel bars.
358.78
-
-
Half brick masonary(with best available local bricks) in cement mortar 1:3(1 cement:3 coarse sand) in foundation and plinth).
200.92
-
-
Cement concrete flooring 1:2:4 ( 1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement.
-
-
-
a) 40 mm thick
75
-
-
Providing corrugated G.I.sheet roofing fixed with galvanished iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I.limpet washers or with G.I.limpet washers filled with white lead complete; excluding the cost of purlins, rafters and trusses.
-
-
-
a) 0.63 mm thick GI Sheet
257.4
-
-
Providing ridges or hips 60 cm overall in plain G.I.sheet fixed with galvanished iron J or L hooks, bolts and nuts 8 mm dia.,G.Iimpet and bitumen washers complete.
-
-
-
a) 0.63 mm thick GI Sheet
15.4
-
-
Providing and fixing 4.0 mm thick asbestors plain sheet ceiling of approved quality with necessary nails etc., complete; excluding the cost of purlins, rafters and trusses.
96
-
-
Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling.
-
-
-
a) Best local approved quality wood
260
-
-
Providing approved best available local wood (class-B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position
0.69
-
-
Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately).
2153.47
-
-
Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws.
-
-
-
a) 38 mm thick best available local wood class-BI
14.16
-
-
Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
22
-
-
Providing and fixing MS grills of required pattern in wooden frames of windows etc. with MS flat, square or round bars with round headed bolts and nuts or by screws
-
-
-
a) Ornamental grill
36
-
-
15 mm cement plaster 1:3 (1 cement:3 fine sands) on the rough side of single or half brick wall.
285.8
-
-
12 mm cement plaster 1:3 (1 cement:3 fine sands).
36
-
-
White washing with whiting on new work (three or more coats) to give even shade.
321.8
-
-
Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
114.88
-
-
Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1:3:6 (1 cement:3 sand: 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surface with 12 mm thick cement mortar 1:3 (1 cement:3 fine sand) including shuttering complete.
32
-
-
Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement : 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammed consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1 : 2 (1 cement : 2 fine sand).
22
-
-
Security Fencing with half wall and Main Gate all round the Power House.
50
-
-
CIVIL WORKS (SH: Approach Road)
-
-
-
Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
320
-
-
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.). A. By Manual Means i) Grading-I (Using Screening crushable type such as moorum or Gravel)
-
-
-
a) Using Screening Crushable type such as moorum or gravel
64
-
-
b) Using Screening Type-A(13.2 mm Agg )
64
-
-
CIVIL WORKS (SH: 2-Men Bachelor Barrack ie 2 X 27.80 Sq.m Plinth Area)
-
-
-
2-Men Bachelor Barrack of C.C half wall with wooden plank walling and truss etc. (in Plinth Area)
55.6
-
-
External water service connection.
1
-
-
Internal electric installation.
1
-
-
Internal water supply and sanitaty installation.
1
-
-
External Civil service connection.
1
-
-
Development of site.
1
-
-
CIVIL WORKS (SH: Cartage of Materials for 2-Men B/Barrack)
-
-
-
Loading and unloading of stone boulder / stone aggregates / sand / kankar/ moorum. (Placing tipper at loading point, loading with front end loader,dumping, turning for return trip, excluding time for haulage and return trip)
-
-
-
a) Sand
115.52
-
-
b) Aggregate
203.23
-
-
Loading and Unloading of Cement or Steel by Manual Means and stacking.
-
-
-
a) Cement
115.52
-
-
b) Steel
203.23
-
-
Cost of Haulage Excluding Loading and Unloading
b) Surfaced Road (HILL ROAD) 400 km lead ( From Banderdwa to Worksite)
205.8
-
-
T & D WORKS
-
-
-
Providing & Erecting of Single Circuit 11 KV line on 9 Mtr Long steel tubular pole with ACSR Conductor of size 6/1/2.59 Sq. mm as required.(Qnty in Kms).
4
-
-
Providing & Erection of 3 Phase 5 wire LT line on 7.5 mtr long Steel tubular pole with ACSR conductor of size 6/1/2.11 sq.mm as required. (Qnty in kms).
1.5
-
-
Providing installation, testing and commissioning of 25 KVA 11/.415 KV step down out door type pole/floor mounted distribution sub-station with all accessories as required at Redding Camp.
1
-
-
Providing installation, testing and commissioning of 63 KVA 11/.415 KV step down out door type pole/floor mounted distribution sub-station with all accessories as required at Gelomo camp.
1
-
-
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