Department Of Hydro Power Development Tender
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Department Of Hydro Power Development Tender
Civil And Construction
Excavation
Eprocure
Opening Date2 Nov 2024
Closing Date7 Nov 2024
Tender AmountRefer Documents
Costs
EMD
₹ 2,76,726Document 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
2024_HPDAP_1975_1Bid Award Id
ViewTender No
No. ZHPD/HPD/W-19/2024-25/14Tender Authority
Department Of Hydro Power Development ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
b) Ordinary Rock
49.3
-
-
c) Hard Rock requiring blasting
98.6
-
-
Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nos.minal size) excluding the cost of centring and shuttering in: a) Foundations and plinth.
24.98
-
-
Reinforced cement concrete work in foundations, footings, bases of columns etc. and mass concrete excluding the cost of centring,shuttering and reinforcement in: a) M20 (1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominalsize).
26.37
-
-
Extra for laying concrete in or under water and or liquid mud includlng cost of pumping and bailing out water and removing of slush etc. complete.
54.06
-
-
Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size).
78.03
-
-
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 shuttenng and reinforcement wrth M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
1.9
-
-
Centring and shuttering including strutting propping etc. and removal of form work for:
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
124.39
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
400.48
-
-
c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
15.7
-
-
Reinforcement for RCC work including bending binding and placing in position complete.
a) Tar/TMT steel
12960.35
-
-
Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers
1011
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
65.73
-
-
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg eachcomplete as per drawing and Technical specification. a) Boulder laid dry without wire crates.
21.7
-
-
Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2m x 1 m x 0.3 m eachdivided into 1m compartments by cross netting,made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.)
32.76
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification: a) Granular material
319.68
-
-
Misc. item like diversion of water during construction devotting foundation and providing MS rod stopes for chamber etc. and transportation of manufacturs trash etc.
1
-
-
SH-2: Feeder & Power Channel
-
-
-
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.)
-
-
-
i) Girth from 300 mm to 600 mm
90
-
-
ii) Girth from 600 mm to 900 mm
40
-
-
iii) Girth from 900 mm to 1800 mm
12
-
-
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): i) By Manual Means in area of thorny jungle.
0.32
-
-
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
1923.75
-
-
Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres )
2902.5
-
-
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
a) Ordinary Soil
137.7
-
-
b) Ordinary Rock
206.55
-
-
c) Hard Rock requiring blasting
344.25
-
-
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 : a) Foundations and plinth
102
-
-
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
63
-
-
Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses,plinth and string course, fillets etc from top of foundation up to floor two level including finishingand plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
90
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
210.42
-
-
d) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
1200
-
-
Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel
20486.86
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
275.4
-
-
Expansion joints.
1
-
-
SH-3: Desilting Tank
-
-
-
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.)
-
-
-
i) Girth from 300 mm to 600 mm
9
-
-
ii) Girth from 600 mm to 900 mm
4
-
-
iii) Girth from 900 mm to 1800 mm
2
-
-
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): i) By Manual Means in area of thorny jungle.
0.03
-
-
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
604.38
-
-
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
a) Ordinary Soil
61.4
-
-
b) Ordinary Rock
73.68
-
-
c) Hard Rock requiring blasting
110.52
-
-
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 : a) Foundations and plinth
40.52
-
-
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
24.26
-
-
Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses,plinth and string course, fillets etc from top of foundation up to floor two level including finishingand plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
17.24
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
41.85
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
146.91
-
-
Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel
5188.29
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
98.24
-
-
SH-4: Forebay Tank
-
-
-
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.)
-
-
-
i) Girth from 300 mm to 600 mm
8
-
-
ii) Girth from 600 mm to 900 mm
4
-
-
iii) Girth from 900 mm to 1800 mm
1
-
-
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): i) By Manual Means in area of thorny jungle.
0.03
-
-
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
648.38
-
-
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
a) Ordinary Soil
66
-
-
b) Ordinary Rock
99
-
-
c) Hard Rock requiring blasting
165
-
-
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 : a) Foundations and plinth.
21.04
-
-
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
24.63
-
-
Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses,plinth and string course, fillets etc from top of foundation up to floor two level including finishingand plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
28.22
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
38.43
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
234.74
-
-
Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel
7436.1
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
132
-
-
SH-5: Spillway Channel
-
-
-
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.)
-
-
-
i) Girth from 300 mm to 600 mm
23
-
-
ii) Girth from 600 mm to 900 mm
12
-
-
iii) Girth from 900 mm to 1800 mm
2
-
-
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): i) By Manual Means in area of thorny jungle.
0.03
-
-
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
112
-
-
Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres )
196
-
-
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
a) Ordinary Soil
16.38
-
-
b) Ordinary Rock
12.29
-
-
c) Hard Rock requiring blasting
12.29
-
-
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 : a) Foundations and plinth.
7.8
-
-
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
4.5
-
-
Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses,plinth and string course, fillets etc from top of foundation up to floor two level including finishingand plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
6.3
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
21
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
84
-
-
Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel
2021.32
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
16.38
-
-
Expansion joints.
1
-
-
SH-6: Power House & Tail Race Channel
-
-
-
A. Power House Building
-
-
-
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.)
-
-
-
i) Girth from 300 mm to 600 mm
15
-
-
ii) Girth from 600 mm to 900 mm
5
-
-
iii) Girth from 900 mm to 1800 mm
1
-
-
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): i) By Manual Means in area of thorny jungle.
0.02
-
-
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
444.02
-
-
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
a) Ordinary Soil
36.65
-
-
b) Ordinary Rock
21.99
-
-
c) Hard Rock requiring blasting
14.66
-
-
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 : a) Foundations and plinth.
18.42
-
-
Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in: a) Foundations and plinth.
15.5
-
-
Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
56.55
-
-
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
17.82
-
-
Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc 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 surface but exluding cost of centring, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
4.14
-
-
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 surface but excluding cost of centering, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
13.19
-
-
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 M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
18.5
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
94.68
-
-
b) Column, pillars, posts and struts etc.
55.26
-
-
c) Lintels, beams, girders,bressumers and cantilevers etc.
89.6
-
-
d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
103.55
-
-
Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel
6307.85
-
-
Filling in plinth with sand under floors including watering,ramming,consolidating and dressing complete.
7.66
-
-
Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) blocks in cement mortar 1 : 3 (1 cement : 3 fine sand) in foundations and plinth.
29.28
-
-
Extra for pre-cast cement concrete block masonry in superstructure above plinth level up to floor two level.
29.28
-
-
Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint : c) In Flats up to 10 mm in thickness.
5.63
-
-
Providing and fixing bolts above 300 mm in length including nuts and washers complete.
3
-
-
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.
85.9
-
-
Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws.
-
-
-
a) 38mm thick best available local wood class - B I
22.56
-
-
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.
-
-
-
b) Ornamental grill.
350.4
-
-
Providing and fixing in position collapsible steel shutters with vertical channels 20 mm x 10 mm x 2 mm and braced with flat iron diagonals 20 mm x 5 mm size with top and bottom rails of T iron 40 mm x 40 mm x 6 mm with 36 mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles including applying a priming coat of red lead paint.
9
-
-
Supplying and fixing rolling shutters of approved make, made of 80 x 1.25 mm MS 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 but excluding the cost of the top cover and spring.
9
-
-
Providing and fixing 27.5 cm long wire spring grade No. 2 for rolling shutters.
11
-
-
Providing and fixing top cover for rolling shutters.
3
-
-
Providing and fixing ball bearing for rolling shutters.
10
-
-
Providing and fixing MS round holding down bolts with nuts and washer plates etc complete.
0.11
-
-
Providing and fixing bolts up to 300 mm in length including nuts and washers complete.
0.27
-
-
Applying priming coat of a mixture of red lead raw linseed oil and turpentineoil in the ratio of 2.80 Kg : 1 Litre : 1 Litre on steel work complete.
36
-
-
Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade.
36
-
-
12 mm cement plaster 1 : 4 (1cement : 4 fine sand).
237.68
-
-
White washing with lime on new work ( two or more coats) to give an even shade.
237.68
-
-
Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
129.12
-
-
Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade.
129.12
-
-
Painting one coat with oil type wood preservative of approved brand and manufacture on old work.
129.12
-
-
Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth.
35.28
-
-
Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete.
39.2
-
-
Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete.
-
-
-
a) 300 x 16 mm
4
-
-
Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete.
-
-
-
b) 200 x 10 mm
4
-
-
c) 150 x 10 mm
18
-
-
Providing and fixing MS handles with necessary screws etc complete.
-
-
-
a) 125 mm
8
-
-
b) 100 mm
24
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
29.32
-
-
Internal Water Supply and Sanitary Installations
1
-
-
B. Tail Race Channel
-
-
-
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.)
-
-
-
i) Girth from 300 mm to 600 mm
10
-
-
ii) Girth from 600 mm to 900 mm
6
-
-
iii) Girth from 900 mm to 1800 mm
2
-
-
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): i) By Manual Means in area of thorny jungle.
0.01
-
-
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
30
-
-
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
a) Ordinary Soil
16.9
-
-
b) Ordinary Rock
10.14
-
-
c) Hard Rock requiring blasting
6.76
-
-
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 : a) Foundations and plinth.
5.2
-
-
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
3.9
-
-
Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses,plinth and string course, fillets etc from top of foundation up to floor two level including finishingand plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
49.4
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
6
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
76
-
-
Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel
2776.29
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
13.52
-
-
SH-7: Fencing around Desilting Tank, Forebay Tank, Power House & Switchyard
-
-
-
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
a) Ordinary Soil
7.95
-
-
b) Ordinary Rock
7.95
-
-
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 : a) Foundations and plinth.
4.41
-
-
Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc 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 surface but exluding cost of centring, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
3.64
-
-
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 surface but excluding cost of centering, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
6.75
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
b) Column, pillars, posts and struts etc.
63.34
-
-
c) Lintels, beams, girders,bressumers and cantilevers etc.
90
-
-
Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel
1187
-
-
Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 fine sand) in foundations and plinth.
50.63
-
-
Steel work in single section inclding cutting, hoasting, fixing in position and applying a priming coat of red lead paint : b) ln Tees, Angles and Channels
5.21
-
-
Providing and fixing G.I.chain link fencing of 10 SWG GI wire 75 x 75 mesh diagonal netting and weighing 2.10 Kg/Sqm complete as per the direction of Engineer-in-charge.
-
-
-
a) G.I.chain link fencing of 8/10 SWG GI wire 75 x 75 mesh diagonal netting
470.99
-
-
b) G.I.staples 10 cm long (10 SWG)
255
-
-
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
101.25
-
-
Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
13.77
-
-
Painting (two or more coats) with aluminium paint of approved brand and manufacture on new work to give an even shape.
13.77
-
-
White washing with lime on new work (two or more coats) to give an even shade.
107.55
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
6.36
-
-
SH-8: Cross Drainage Works (2 Nos. of Culvert)
-
-
-
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
a) Ordinary Soil
38.75
-
-
b) Ordinary Rock
23.25
-
-
c) Hard Rock requiring blasting
15.5
-
-
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 : a) Foundations and plinth.
5.89
-
-
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
17.16
-
-
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 M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
1.08
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
68.62
-
-
d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
19.92
-
-
Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel
602
-
-
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 : 1 2 stone aggregate 20 mm nominal size) at plinth level.
42.5
-
-
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
11
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
31
-
-
SH-9: 3-Men Bachelor Barrack
-
-
-
I. Building
-
-
-
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.)
-
-
-
i) Girth from 300 mm to 600 mm
10
-
-
ii) Girth from 600 mm to 900 mm
5
-
-
iii) Girth from 900 mm to 1800 mm
2
-
-
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): i) By Manual Means in area of thorny jungle.
0.03
-
-
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
1680
-
-
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
a) Ordinary Soil
69.02
-
-
b) Ordinary Rock
41.41
-
-
c) Hard Rock requiring blasting
27.61
-
-
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 : a) Foundations and plinth.
47.73
-
-
Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
414.07
-
-
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
13.93
-
-
Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc 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 surface but exluding cost of centring, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
5.18
-
-
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 surface but excluding cost of centering, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
25.35
-
-
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 M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
0.54
-
-
Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in: a) Foundations and plinth.
35.12
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
46.08
-
-
b) Column, pillars, posts and struts etc.
39
-
-
c) Lintels, beams, girders,bressumers and cantilevers etc.
42.25
-
-
d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
5.04
-
-
Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel
7568.56
-
-
Filling in plinth with sand under floors including watering,ramming,consolidating and dressing complete.
46.6
-
-
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
235.18
-
-
Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) blocks in cement mortar 1 : 3 (1 cement : 3 fine sand) in foundations and plinth.
30.68
-
-
Extra for pre-cast cement concrete block masonry in superstructure above plinth level up to floor two level.
30.68
-
-
Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint : c) In Flats up to 10 mm in thickness.
0.81
-
-
Providing and fixing bolts above 300 mm in length including nuts and washers complete.
1.5
-
-
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.
797.54
-
-
Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws : a) 38mm thick best available local wood class - B I
26.15
-
-
Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 6 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 : b) 0.80 mm thick GI sheet
477.24
-
-
Providing ridges or hips 60 cm overall in plain G.I. sheet fixed with galvanised iron J or L hooks, bolts and nuts 6 mm dia. G.I. limpet and bitumen washers complete : b) 0.80 mm thick GI sheet
47.9
-
-
Providing and fixing 4.0 mm thick asbestors plain sheet ceiling of approved quality with necessary nails etc.complete (frame work for base to be paid separately).
301
-
-
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 : b) Ornamental grill.
171
-
-
12 mm cement plaster 1 : 4 (1cement : 4 fine sand).
459.25
-
-
White washing with lime on new work ( two or more coats) to give an even shade.
459.25
-
-
Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
154.31
-
-
Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade.
154.31
-
-
Painting one coat with oil type wood preservative of approved brand and manufacture on old work.
129.24
-
-
Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth.
25.07
-
-
Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete.
114.3
-
-
Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required : a) Long Pan patten WC Pan
3
-
-
Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC : a) 250 x 130 x 30 mm
3
-
-
Providing and fixing 12.5 litres high level CI flushing cistern of approved make with integral fittings such as ball valve, bell, lever, GI chain and pull complete.
3
-
-
Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes : c) 50 mm dia
18
-
-
Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : a) 100 mm dia SW pipes
18
-
-
Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design : a) 100 mm dia SW pipes
18
-
-
Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work) : a) 15 mm nominal bore
45
-
-
Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).
-
-
-
a) 15 mm nominal bore
30
-
-
b) 20 mm nominal bore
30
-
-
Providing and fixing brass bib cock of approved quality : a)15 mm nominal bore
9
-
-
Providing and fixing brass stop cock of approved quality.
-
-
-
a) 15 mm nominal bore
3
-
-
b) 20 mm nominal bore
3
-
-
Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete : a) 300 x 16 mm
72
-
-
Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete.
-
-
-
b) 200 x 10 mm
42
-
-
c) 150 x 10 mm
105
-
-
Providing and fixing MS handles with necessary screws etc complete.
-
-
-
a) 125 mm
42
-
-
b) 100 mm
69
-
-
Providing and fixing soft wood 'EVE' board 25 mm thick and 225 mm wide including painting two coats complete as directed.
65.4
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
55.22
-
-
II. Septic Tank & Soak Pith
-
-
-
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan ordrains notexceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
a) Ordinary Soil
28.35
-
-
b) Ordinary Rock
28.35
-
-
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 : a) Foundations and plinth.
3.04
-
-
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
2.65
-
-
Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses,plinth and string course, fillets etc from top of foundation up to floor two level including finishingand plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
6.91
-
-
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 M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
5.29
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
2.52
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
92.13
-
-
d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
17.64
-
-
Reinforcement of RCC work including bending, binding and placing in position complete: a) Tar/TMT steel
1887.81
-
-
Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers.
146
-
-
Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design.
-
-
-
a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg).
2
-
-
Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mm dia 1.80 m long complete as per standard design.
1
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
22.68
-
-
III. Providing Furniture as per Yardstick
-
-
-
Wooden Coat
3
-
-
Cane Chair
6
-
-
Wooden Dining Table
3
-
-
IV. Internal Electrification
-
-
-
1.5 sqmm PVC insulated multi stranded core copper conductor cable having a length of approximate 100 mtr. Per coil (finolex/plaza/KDM make)
8
-
-
4 sqmm PVC insulated multi stranded core copper conductor cable having a length of approximate 100 mtr. Per coil (finolex/plaza/KDM make)
4
-
-
10 sqmm PVC insulated multi stranded core copper conductor cable having a length of approximate 100 mtr. Per coil (finolex/plaza/KDM make)
1
-
-
40 watt Flourscent lamp fitting
14
-
-
15 Amps combined switch & socket flush type (Anchore make)
12
-
-
Supply and fixing of 40 mm dia. GI pipe for hanging the ceiling fan as required.
8
-
-
Extra for providing fan clamp for fixing in the ceiling
20
-
-
Supplying and fixing ceiling rose as reqd.
100
-
-
Supply and fixing of AC ceiling fan of 1400 mm sweep as required.(Bajaj/Crompton Greaves make)
3
-
-
Providing 20W LED Bulb
5
-
-
Providing 15 W LED Bulb
5
-
-
Providing and fixing 40 Amp DP
3
-
-
Providing and fixing MCB Box (8 way)
3
-
-
Providing and fixing 6 Amp MCB
18
-
-
Providing and fixing earth leakage protective devices of the following rating as reqd.
-
-
-
a) 40 Amp RCCB with Box
1
-
-
b) 2x25 A MCB & 1x32 A MCB with Box
1
-
-
Providing and fixing 3 phase 300/5 A,energy meter (Secure) complete with C.T. connection etc.as reqd.
1
-
-
6 Amp switch
30
-
-
6 Amp socket
15
-
-
PVC caping and casing of size 3/4,1 i/c junction square box with screws,channel,elbow, tee internel angle coupler etc
-
-
-
a) 1'' Cashing
110
-
-
b) Square Box
15
-
-
c) Screw 1.5''
6
-
-
d) Gutka
6
-
-
e) 1'' ASS
7
-
-
Providing and fixing 10 x 12 PVC Box
5
-
-
Providing and fixing 8 x 10 PVC Box
5
-
-
8 sqmm Copper wire for earthing
2
-
-
copper earth plate of size 600x600x3mm
2
-
-
63 Amps MCCB with Enclosure
2
-
-
PVC insulation tape 20 mtr. Long (steel grease)
30
-
-
40 mm dia x 7 ft GI Plate
4
-
-
40 mm dia GI bend & socket.
16
-
-
Bulk Head fitting suitable for 100 watt bulb.
6
-
-
Fancy bracket.
12
-
-
copper earth strip of size 25 x 3mm
50
-
-
25 watt x 4 Ft tube with fittings
4
-
-
ceiling rose.
15
-
-
Brash battern holder.
20
-
-
0.75 sqmm PVC insulated multi stranded core copper conductor cable having a length of approximate 90 mtr. Per coil
2
-
-
Providing and fixing 2M Regulator
3
-
-
Evaluation Notes How It Works ?
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