Department Of Hydro Power Development Tender
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Department Of Hydro Power Development Tender
Machinery and Tools
Eprocure
Opening Date9 May 2022
Closing Date20 May 2022
Tender AmountRefer Documents
Costs
EMD
₹ 2,75,000Document Cost
₹ 1,500Tender Fee
Refer Documents
Summary
C/o Hotarang Mhp (2x50 Kw) At Huri.
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_738_1Bid Award Id
ViewTender No
KHPD/HPD/ W24/NI T01/202 1-22/01Tender Authority
Department Of Hydro Power Development ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
a) Manual means ( upto 3 m depth)
8.4
-
-
ii) Ordinary Rock (not requiring blasting)
-
-
-
a) Manual Means (Depth upto 3 m)
16.8
-
-
iii) Hard Rock requiring blasting
-
-
-
a) Manual Means
2.8
-
-
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 :
-
-
-
Foundations and plinth
3.68
-
-
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 coarse sand : 3 stone aggregate 20 mm nominal size).
11.12
-
-
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)
12.2
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
20.72
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
76.4
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
a) Tar/TMT steel
1865.6
-
-
Providing M.S. trash rack of approved drawing i/c one coat of red oxide primer complete as per direction of Enginner in-charge
9423.8
-
-
Extra for laying Reinforced Cement Concrete in or under water and or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.
27
-
-
Cartage of Engineering materials such as cement, steel, penstock pipe, etc. by means of mechanical transportation:
a) Banderdewa to Huri (pucca road) via Nirjuli (Hills Road in km)
-
-
-
(i) Cement, Steel, Plywood etc. (Lead= 441 km)
14.8
-
-
(ii) Sand, aggregates etc (lead= 34 Km)
45.16
-
-
SH-II:- INTAKE STRUCTURE
-
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
-
-
-
i) Marshy soil
-
-
-
a) Manual means ( upto 3 m depth)
4.03
-
-
ii) Ordinary Rock (not requiring blasting)
-
-
-
a) Manual Means (Depth upto 3 m)
3.36
-
-
iii) Hard Rock requiring blasting
-
-
-
a) Manual Means
5.38
-
-
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 :
-
-
-
Foundations and plinth
1.34
-
-
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 coarse sand : 3 stone aggregate 20 mm nominal size).
5.66
-
-
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)
17.46
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
130.2
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
a) Tar/TMT steel
1849.2
-
-
Providing and fixing scour pipe for silt flushing 300 mm dia (ID), and 8 mm thickness
469.53
-
-
Fabrication and supplying and erection of MS Sluice gate of 10mm thickness sheet with HT fitting spindle bronze running channel with Electrically opareted type of fitting i/c nessary RS Joint channel and nut & Bolt complete as per specification( Size 3.20x2.25M)
2
-
-
Providing and fixing of M.S Sluice Valve 206 mm Ǿ (I.D) with Electrically Opreted as per required specification and pressor i/c transpotation complete.
1
-
-
Cartage of Engineering materials such as cement, steel, penstock pipe, etc. by means of mechanical transportation:
-
-
-
a) Banderdewa to Huri (pucca road) via Nirjuli (Hills Road in km) =
-
-
-
(i) Cement, Steel, Plywood etc. (Lead= 441 km)
5.2
-
-
(ii) Sand, aggregates etc (lead= 34 Km)
0.56
-
-
SH-III:- FEEDER & POWER CHANNEL
-
-
-
Jungle clearance:
-
-
-
a) Clearing Grass and Removal of Rubbish
0.46
-
-
b) 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
0.46
-
-
Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)
1867.5
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
-
-
-
i) Ordinary Soil
-
-
-
a) Manual Means (Depth upto 3 m)
693.84
-
-
ii) Ordinary Rock (not requiring blasting)
-
-
-
a) Manual Means (Depth upto 3 m)
148.68
-
-
iii) Hard Rock requiring blasting
-
-
-
a) Manual Means
148.68
-
-
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
133.38
-
-
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)
162.5
-
-
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).
0.43
-
-
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).
0.93
-
-
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) in M20
0.78
-
-
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)
199.2
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
250.67
-
-
b) Column, pillars, posts and struts etc.
8.64
-
-
c) Lintels, beams, girders, bressumers and cantilevers etc.
13.92
-
-
d) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
2656
-
-
e) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
6.4
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
a) Tar/TMT steel
29107.06
-
-
Cartage of Engineering materials such as cement, steel, penstock pipe, etc. by means of mechanical transportation:
-
-
-
a) Banderdewa to Huri (pucca road) via Nirjuli (Hills Road in km) =
-
-
-
(i) Cement, Steel, Plywood etc. (Lead= 441 km)
0.39
-
-
(ii) Sand, aggregates etc (lead= 34 Km)
7.88
-
-
SH-IV:- DESILTING TANK
-
-
-
Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)
165.38
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
-
-
-
i) Ordinary Soil
-
-
-
a) Manual Means (Depth upto 3 m)
10.8
-
-
ii) Ordinary Rock (not requiring blasting)
-
-
-
a) Manual Means (Depth upto 3 m)
8.1
-
-
iii) Hard Rock requiring blasting
-
-
-
a) Manual Means
8.1
-
-
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
1.88
-
-
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 coarse sand : 3 stone aggregate 20 mm nominal size)
3.02
-
-
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)
3.79
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
3.3
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
37.88
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
a) Tar/TMT steel
749.1
-
-
Providing and laying 280 mm dia. (ID) pipe with 3.00 mm thickness for silt flushing
414.1
-
-
Providing and fixing of M.S Sluice Valve 206 mm Ǿ (ID) as per required specification and pressor i/c transpotation complete.
1
-
-
Cartage of Engineering materials such as cement, steel , penstock Pipe, etc. by means of mechanical transportation:
-
-
-
a) Banderdewa to Huri (pucca road) via Nirjuli (Hills Road in km) =
-
-
-
i) Cement, Steel, Plywood etc. (lead ==441 km)
4.64
-
-
ii) sand, aggregates etc (lead= 5 km)
21.43
-
-
SH-V:- FOREBAY TANK
-
-
-
Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)
44.1
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
-
-
-
i) Ordinary Soil
-
-
-
a) Manual Means (Depth upto 3 m)
22.56
-
-
ii) Ordinary Rock (not requiring blasting)
-
-
-
a) Manual Means (Depth upto 3 m)
16.92
-
-
iii) Hard Rock requiring blasting
-
-
-
a) Manual Means
16.92
-
-
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 :
-
-
-
a) Foundations and plinth
1.5
-
-
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
-
-
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)
12.41
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
2
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
28.8
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
a) Tar/TMT steel
1232.88
-
-
Providing M.S. trash rack of approved drawing i/c one coate of red oxide primer complete as per direction of Enginner in-charge
787.5
-
-
Manufacuring and supplying of bell mouth of standard design and drawing.
1
-
-
Silt flushing pipe 280 (ID) mm dia and 3 mm thickness
621.15
-
-
Manufacturing and supplying of Air release valve 50mm dia
1
-
-
Providing and fixing of M.S Sluice Valve 300 mm Ǿ (ID) with Electrically Opareted as per required specification and pressor i/c transpotation complete.
1
-
-
Cartage of Engineering materials such as cement, steel , penstock Pipe, etc. by means of mechanical transportation:
-
-
-
a) Banderdewa to Huri(pucca road) via Nirjuli ( Hills Road in km) =
-
-
-
i) Cement, Steel, Plywood etc. (lead ==441 km)
8.65
-
-
ii) sand, aggregates etc (lead= 5 km)
21.43
-
-
SH-VI:- SPILLWAY CHANNEL
-
-
-
Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)
58.5
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
-
-
-
i) Ordinary Soil
-
-
-
a) Manual Means (Depth upto 3 m)
20.16
-
-
ii) Ordinary Rock (not requiring blasting)
-
-
-
a) Manual Means (Depth upto 3 m)
15.12
-
-
iii) Hard Rock requiring blasting
-
-
-
a) Manual Means
15.12
-
-
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 :
-
-
-
a) Foundations and plinth
3
-
-
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 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) 1 : 1.5 : 3 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) in M20
7.2
-
-
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.
96
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
a) Tar/TMT steel
936
-
-
Cartage of Engineering materials such as cement, steel , penstock Pipe, etc. by means of mechanical transportation:
-
-
-
a) Banderdewa to Huri(pucca road) via Nirjuli ( Hills Road in km) =
-
-
-
i) Cement, Steel, Plywood etc. (lead ==441 km)
9.13
-
-
ii) sand, aggregates etc (lead= 5 km)
18.47
-
-
SH-VII POWER HOUSE & TAILRACE CHANNEL
-
-
-
A. Power House Building
-
-
-
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:-
-
-
-
a) In area of light jungle
-
-
-
Earth work in excavation in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m.
57.6
-
-
Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
38.16
-
-
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
12.14
-
-
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
11.99
-
-
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).
77.6
-
-
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 coarse sand : 3 stone aggregate 20 mm nominal size).
8.85
-
-
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).
10.81
-
-
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).
8.99
-
-
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).
11.82
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
33.57
-
-
b) Lintels, beams, girders, bressumers and cantilevers etc.
26.14
-
-
c) Column, pillars, posts and struts etc.
24.03
-
-
d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
0.95
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
b) Tar/TMT steel
3237.92
-
-
Filling in plinth with sand under floors including watering,ramming,consolidating and dressing complete.
67.88
-
-
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
7.08
-
-
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.
1.32
-
-
Extra for pre-cast cement concrete block masonry in superstructure above plinth level up to floor two level.
1.32
-
-
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
2.03
-
-
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.
81.66
-
-
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
28.47
-
-
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.
1673.4
-
-
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 38 mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles including applying a priming coat of red lead paint.
12
-
-
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.
12
-
-
Providing and fixing 27.5 cm long wire spring grade No. 2 for rolling shutters.
15
-
-
Providing and fixing top cover for rolling shutters.
4
-
-
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.
48
-
-
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.
48
-
-
12 mm cement plaster 1 : 4 (1cement : 4 fine sand).
367.6
-
-
White washing with lime on new work ( two or more coats) to give an even shade.
367.6
-
-
Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
45.69
-
-
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.
45.69
-
-
Painting one coat with oil type wood preservative of approved brand and manufacture on old work.
45.69
-
-
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.
19.44
-
-
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.
21.6
-
-
Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete.
-
-
-
a) 300 x 16 mm
6
-
-
Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete.
-
-
-
b) 200 x 10 mm
24
-
-
c) 150 x 10 mm
24
-
-
Providing and fixing MS handles with necessary screws etc complete.
-
-
-
a) 125 mm
6
-
-
b) 100 mm
12
-
-
B. Machine foundation
-
-
-
Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
20.8
-
-
Dry rubble Flooring
-
-
-
i) Dry rubble flooring in soling
1.92
-
-
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
2.6
-
-
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding 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).
12.56
-
-
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)
1.52
-
-
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).
0.08
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
a) Tar/TMT steel
1132.8
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
18.6
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
8.8
-
-
c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
0.4
-
-
C. Tail Race channel
-
-
-
Jungle clearnace:
-
-
-
a) Clearing Grass and Removal of Rubbish
-
-
-
b) 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
-
-
-
Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)
7.7
-
-
Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
8.47
-
-
Dry rubble Flooring
-
-
-
i) Dry rubble flooring in soling
1.54
-
-
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
0.77
-
-
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 coarse sand : 3 stone aggregate 20 mm nominal size).
1.16
-
-
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 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)
1.26
-
-
Centring and shuttering including strutting propping etc. and removal of form work for,
-
-
-
a) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
4.2
-
-
b) Foundation, footings, bases of columns etc. and mass concrete.
2.1
-
-
Reinforcement for RCC work including bending binding and placing in position complete.
-
-
-
(a) Tar/TMT steel
193.2
-
-
Cartage of Engineering materials such as cement, steel , penstock Pipe, etc. by means of mechanical transportation:
-
-
-
a) Banderdewa to Huri(pucca road) via Nirjuli ( Hills Road in km) =
-
-
-
i) Cement, Steel, Plywood etc. (lead ==441 km)
27.64
-
-
ii) sand, aggregates etc (lead= 34 km)
159.68
-
-
Evaluation Notes How It Works ?
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