Department Of Hydro Power Development Tender
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Department Of Hydro Power Development - HPDAP Tender
Civil And Construction
Eprocure
Opening Date1 Mar 2022
Closing Date12 Mar 2022
Tender AmountRefer Documents
Costs
EMD
₹ 2,49,148Document 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
2022_HPDAP_606_1Bid Award Id
ViewTender No
PLNG-16015/3/2021-RIDF-FPID Dated 31/01/2022Tender Authority
Department Of Hydro Power Development ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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.
22.86
-
-
Centring and shuttering including strutting propping etc. and removal of form work for:- (a) Foundation, Footing
8.4
-
-
(b) Walls
199.64
-
-
Reinforcement for RCC work including bending binding and placing in position complete. (a) Coldtwisted bars
4541.6
-
-
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
53.2
-
-
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
3.57
-
-
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.
56.77
-
-
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
187.6
-
-
Extra for water proofing and quick setting compound
160
-
-
2) 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
50.12
-
-
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.
1.34
-
-
Cement concrete in or under water and on liquid mud i/c cost of pumping and bailing out water and ramming sluice etc.
4.2
-
-
Centring and shuttering including strutting propping etc. and removal of form work for:- (a) Foundation, Footing
7.8
-
-
(b) Walls
440
-
-
Reinforcement for RCC work including bending binding and placing in position complete.(a) Cold twisted bars
1635.48
-
-
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
5.66
-
-
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
13.66
-
-
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.
19.31
-
-
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
1.13
-
-
3) FEEDER CHANNEL
-
-
-
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank etation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness: By manual means
0.16
-
-
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of
stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)
-
-
-
Girth from 300 mm to 600 mm
5
-
-
Girth from 600 mm to 900 mm
2
-
-
G irth from 900 mm to 1800 mm
2
-
-
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)
302.4
-
-
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.)
432
-
-
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.)
129.6
-
-
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard soil/Hard Shale, Soil containing shingle or small size boulders.
151.2
-
-
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)
280.8
-
-
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
25.2
-
-
(b) Ordinary Rock
21.6
-
-
(c) Hard Rock requiring blasting
25.2
-
-
Providing and laying cement concrete 1:3:8 (1 cement:3 coarse sand:6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in foundation and plinth.
12
-
-
Centring and shuttering including strutting propping etc. and removal of form work for,
-
-
-
(a) Foundation, footings
26.4
-
-
(b) Walls
246.4
-
-
Reinforcement for RCC work including bending binding and placing in position complete.
-
-
-
(a) Cold twisted bars.
2419.2
-
-
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
15.6
-
-
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
8.4
-
-
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
6.24
-
-
Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 12 stone aggregate 20 mm nominal size) at plinth level.
26.25
-
-
4) DESILTING TANK
-
-
-
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank etation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness
-
-
-
By manual means
0.05
-
-
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of
stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)
-
-
-
Girth from 300 mm to 600 mm
2
-
-
Girth from 600 mm to 900 mm
2
-
-
G irth from 900 mm to 1800 mm
2
-
-
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)
41.16
-
-
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.)
123.49
-
-
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.)
246.99
-
-
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard soil/Hard Shale, Soil containing shingle or small size boulders.
20.58
-
-
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)
185.24
-
-
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
13.3
-
-
(b) Ordinary Rock
16.62
-
-
(c) Hard Rock requiring blasting
33.24
-
-
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.
3.75
-
-
Centring and shuttering including strutting propping etc. and removal of form work for,
-
-
-
(a) Foundation, footings
6.95
-
-
(b) Walls
247
-
-
Reinforcement for RCC work including bending binding and placing in position complete.
-
-
-
(a) Cold twisted bars.
1959.09
-
-
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
6.43
-
-
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
11.39
-
-
5) POWER CHANNEL
-
-
-
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and
trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to
be used or auctioned up to a lead of 1000 metres including removal and
disposal of top organic soil not exceeding 150 mm in thickness
-
-
-
By manual means
0.32
-
-
Cutting of Trees, including Cutting of Trunks, Branches and Removal
(Cutting of trees, including cutting of trunks, branches and removal of
stumps, roots, stacking of serviceable material with all lifts and up to a lead
of 1000 mtrs and earth filling in the depression/pit.)
-
-
-
Girth from 300 mm to 600 mm
18
-
-
Girth from 600 mm to 900 mm
5
-
-
G irth from 900 mm to 1800 mm
2
-
-
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)
436.11
-
-
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.)
436.11
-
-
Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation
in hilly areas in hard rock requiring blasting, by mechanical means including
trimming of slopes and disposal of cut material with all lifts and lead upto
1000 metres.)
218.06
-
-
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard soil/Hard Shale, Soil containing shingle or small size boulders.
218.06
-
-
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)
327.09
-
-
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
57
-
-
(b) Ordinary Rock
49.8
-
-
(c) Hard Rock requiring blasting
50.04
-
-
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.
26.2
-
-
Centring and shuttering including strutting propping etc. and removal of form work for,
-
-
-
(a) Foundation, footings
48
-
-
(b) Walls
448
-
-
c) Suspended floor
3.75
-
-
Reinforcement for RCC work including bending binding and placing in position complete.
-
-
-
(a) Cold twisted bars.
3812
-
-
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
20.8
-
-
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
16.8
-
-
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
10.05
-
-
Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 12 stone aggregate 20 mm nominal size) at plinth level.
10
-
-
6) FOREBAY TANK
-
-
-
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and
trees girth up to 300 mm, removal of stumps of trees cut earlier and
disposal of unserviceable materials and stacking of serviceable material to
be used or auctioned up to a lead of 1000 metres including removal and
disposal of top organic soil not exceeding 150 mm in thickness
-
-
-
By manual means
0.05
-
-
Cutting of Trees, including Cutting of Trunks, Branches and Removal
(Cutting of trees, including cutting of trunks, branches and removal of
stumps, roots, stacking of serviceable material with all lifts and up to a lead
of 1000 mtrs and earth filling in the depression/pit.)
-
-
-
Girth from 300 mm to 600 mm
6
-
-
Girth from 600 mm to 900 mm
1
-
-
G irth from 900 mm to 1800 mm
1
-
-
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)
248.14
-
-
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.)
186.11
-
-
Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation
in hilly areas in hard rock requiring blasting, by mechanical means including
trimming of slopes and disposal of cut material with all lifts and lead upto
1000 metres.)
186.11
-
-
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard soil/Hard Shale, Soil containing shingle or small size boulders.
124.07
-
-
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)
186.11
-
-
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
46.48
-
-
(b) Ordinary Rock
35.13
-
-
(c) Hard Rock requiring blasting
186.11
-
-
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.
7.01
-
-
Centring and shuttering including strutting propping etc. and removal of form work for,
-
-
-
(a) Foundation, footings
12.23
-
-
(b) Walls
173.18
-
-
Reinforcement for RCC work including bending binding and placing in position complete.
-
-
-
(a) Cold twisted bars.
5098.11
-
-
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
49.14
-
-
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
14.59
-
-
Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 12 stone aggregate 20 mm nominal size) at plinth level.
26
-
-
1.20 m high fencing with sail ballie posts 30 cm girth (min) placed every 2.5 m apart, embedded in cement concrete blocks, corner end and every 12th post to be strutted, provided with 6 horizontal lines and two diagonals of barbed wire 9.38 kg per 100 m (min) between two posts fitted and fixed with GI staples including tarring of ballies complete (cost of posts, struts, earth work and concrete to be paid for seperately). a) GI barbed wire
46
-
-
7) SPILLWAY CHANNEL
-
-
-
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and
trees girth up to 300 mm, removal of stumps of trees cut earlier and
disposal of unserviceable materials and stacking of serviceable material to
be used or auctioned up to a lead of 1000 metres including removal and
disposal of top organic soil not exceeding 150 mm in thickness
-
-
-
By manual means
0.12
-
-
Cutting of Trees, including Cutting of Trunks, Branches and Removal
(Cutting of trees, including cutting of trunks, branches and removal of
stumps, roots, stacking of serviceable material with all lifts and up to a lead
of 1000 mtrs and earth filling in the depression/pit.)
-
-
-
Girth from 300 mm to 600 mm
6
-
-
Girth from 600 mm to 900 mm
2
-
-
G irth from 900 mm to 1800 mm
2
-
-
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)
172.52
-
-
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.)
221.81
-
-
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.)
98.58
-
-
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard soil/Hard Shale, Soil containing shingle or small size boulders.
86.26
-
-
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)
160.19
-
-
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
18.1
-
-
(b) Ordinary Rock
15.51
-
-
(c) Hard Rock requiring blasting
18.1
-
-
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.
11.94
-
-
Centring and shuttering including strutting propping etc. and removal of form work for,
-
-
-
(a) Foundation, footings
21.08
-
-
(b) Walls
178.38
-
-
Reinforcement for RCC work including bending binding and placing in position complete.
-
-
-
(a) Cold twisted bars.
1664.08
-
-
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
11.36
-
-
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
6.57
-
-
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
2.88
-
-
Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 12 stone aggregate 20 mm nominal size) at plinth level.
11.4
-
-
8) PENSTOCK PIPE'S ANCHOR/SADDLE BLOCKS
-
-
-
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and
trees girth up to 300 mm, removal of stumps of trees cut earlier and
disposal of unserviceable materials and stacking of serviceable material to
be used or auctioned up to a lead of 1000 metres including removal and
disposal of top organic soil not exceeding 150 mm in thickness
-
-
-
By manual means
0.15
-
-
Cutting of Trees, including Cutting of Trunks, Branches and Removal
(Cutting of trees, including cutting of trunks, branches and removal of
stumps, roots, stacking of serviceable material with all lifts and up to a lead
of 1000 mtrs and earth filling in the depression/pit.)
-
-
-
Girth from 300 mm to 600 mm
8
-
-
Girth from 600 mm to 900 mm
2
-
-
G irth from 900 mm to 1800 mm
2
-
-
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
31.38
-
-
(b) Ordinary Rock
31.38
-
-
(c) Hard Rock requiring blasting
15.69
-
-
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.
7.54
-
-
Centring and shuttering including strutting propping etc. and removal of form work for,
-
-
-
(a) Foundation, footings
162.4
-
-
Reinforcement for RCC work including bending binding and placing in position complete.
-
-
-
(a) Cold twisted bars.
1371.95
-
-
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
17.15
-
-
Providing and laying cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in foundation and plinth.
22.8
-
-
Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 12 stone aggregate 20 mm nominal size) at plinth level.
26.25
-
-
9) POWER HOUSE BUILDING
-
-
-
Earth work in excavation 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
18.68
-
-
b) Ordinary Rock
14.94
-
-
c) Hard Rock requiring blasting
3.74
-
-
Providing and laying cement concrete 1:4:8 (1 cement:3 coarse sand:6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in foundation and plinth.
2.25
-
-
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 cement:1.5 coarse sand: 3 stone aggregate 20 mm nominal size)
7.2
-
-
Reinforced cement concrete work in columns, pillars, piers, upto floor two level including finishing and plastering the exposed surface with CM 1:3.
-
-
-
(a) 1 :1.5:3 (1 cement:1.5 coarse sand: 3 stone aggregate 20 mm nominal size)
5.76
-
-
Reinforced cement concrete work in lintels, beams and bresumers up to 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 surfac
-
-
-
(a) 1 :1.5:3 (1 cement:1.5 coarse sand: 3 stone aggregate 20 mm nominal size)
7.95
-
-
Centring and shuttering including strutting propping etc. and removal of form work for,
-
-
-
(a) Foundaion & footiings, bases of columns etc., and mass concrete
24
-
-
b) Lintles, beams, girders, bressumers and cantilevers etc.
145.5
-
-
Reinforcement for RCC work including bending binding and placing in position complete.
-
-
-
(a) Cold twisted bars.
1672.8
-
-
Half brick masonary(with best available local bricks) in cement mortar 1:3(1 cement:3 coarse sand) in foundation and plinth)
148.92
-
-
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
29
-
-
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
145.2
-
-
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
13.2
-
-
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.
50
-
-
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
140
-
-
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).
2143.47
-
-
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.
17
-
-
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.
170.4
-
-
12 mm cement plaster 1:3 (1 cement:3 fine sands)
30.24
-
-
White washing with whiting on new work (three or more coats) to give even shade.
200.64
-
-
Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
66.58
-
-
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.
27
-
-
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).
17
-
-
Security Fencing all round the Power House, Switchyard etc
100
-
-
10) RESIDENTIAL BUILDING (1 Unit B/Barrack)
-
-
-
Wooden framed structure (Local available Timber Building) :- for height 2.90mtr
27.9
-
-
1.20 m high welded steel wire fencing with 1.80 m rcc posts of standard design placed at every 3 m apart embeded in cement concrete blocks 45x45x60 cm of mixed 1:5:10............with welded steel wire fabric 0.90 m wide, rectangular mesh 75x25 mm size............concrete work and cost of posts struts etc. complete.
50
-
-
Development of Site ( Levelling/Site Development)
111.6
-
-
Septick Tank and soak pit with other sanitary accessories
1
-
-
11) CARTAGE OF MATERIALS
-
-
-
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
103.62
-
-
b) Aggregate
166.25
-
-
Loading and Unloading of Cement or Steel by Manual Means and stacking.
-
-
-
a) Cement
76.37
-
-
b) Steel
17.2
-
-
c) E-M and T&D materilals
22.45
-
-
d) Civil Hydro Mechanical Materials such as penstock pipe, Sluice Valve and gate, etc.
16.53
-
-
Cost of Haulage Excluding Loading and Unloading
-
-
-
a) Surfaced Road (HILL ROAD) 430 km lead ( From Banderdwa to Worksite)
132.55
-
-
12) SH :- APPROACH ROAD
-
-
-
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and
trees girth up to 300 mm, removal of stumps of trees cut earlier and
disposal of unserviceable materials and stacking of serviceable material to
be used or auctioned up to a lead of 1000 metres including removal and
disposal of top organic soil not exceeding 150 mm in thickness
-
-
-
By manual means
0.15
-
-
Cutting of Trees, including Cutting of Trunks, Branches and Removal
(Cutting of trees, including cutting of trunks, branches and removal of
stumps, roots, stacking of serviceable material with all lifts and up to a lead
of 1000 mtrs and earth filling in the depression/pit.)
-
-
-
Girth from 300 mm to 600 mm
4
-
-
Girth from 600 mm to 900 mm
2
-
-
G irth from 900 mm to 1800 mm
3
-
-
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)
1035
-
-
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.)
621
-
-
Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation
in hilly areas in hard rock requiring blasting, by mechanical means including
trimming of slopes and disposal of cut material with all lifts and lead upto
1000 metres.)
414
-
-
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard soil/Hard Shale, Soil containing shingle or small size boulders.
517.5
-
-
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)
517.5
-
-
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.)
150
-
-
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
45
-
-
b) Using Screening Type-A(13.2 mm Agg )
45
-
-
Construction of un-reinforced,dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg/cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse agg not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continous operation i/c provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, denonding strip, dowel bar,tie rod,admixtures as approved,curing compound,finishing tolines and grades as per drawing
67.5
-
-
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