Department Of Hydro Power Development Tender
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Department Of Hydro Power Development Tender
Civil And Construction
Eprocure
Opening Date12 Feb 2024
Closing Date26 Feb 2024
Tender Amount₹ 13,08,72,900
Costs
EMD
₹ 26,17,458Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
C/o Mabung Multipurpose Project (2x500 Kw).
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_1663_1Bid Award Id
ViewTender No
NIT/PHPD/2023-24/ 02Tender 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
Documents
BOQ Items
a) Ordinary Rock
97.02
-
-
b) Hard Rock requiring blasting
97.02
-
-
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 an shuttering in:
-
-
-
a) Foundations and plinth
7.02
-
-
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
39.6
-
-
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)
195.5
-
-
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 coarse sand : 3 stone aggregate 20 mm nominal size).
162.8
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
73.12
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
805.8
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
a) Cold twisted bars.
39466.51
-
-
Pumping out water caused by springs, tidal or river seepage, broken water mains, drains or the like.
234.87
-
-
Providing M.S. trash rack of approved drawing i/c one coate of red oxide primer complete as per direction of Enginner in-charge
7.2
-
-
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.
365.72
-
-
SH-I
Intake Chamber
-
-
-
Excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 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 out the excavated soil as directed, within a lead of 50 m.
-
-
-
a) Hard soil
3.47
-
-
a) Ordinary Rock
2.89
-
-
b) Hard Rock requiring blasting
3.47
-
-
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 an shuttering in:
-
-
-
a) Foundations and plinth
0.81
-
-
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).
2.42
-
-
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)
5
-
-
Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor twolevel 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 : 3stone aggregate 20 mm nominal size).
2.09
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
a) Cold twisted bars.
1045.56
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
16.12
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
44
-
-
c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
6.96
-
-
Fabrication and supplying and erection of MS Sluce gate of 10MM thickness sheet with HT fitting spindle bronze running channel with machenical type of fitting i/c nessary RS Joint channel and nut & Bolt complete as per specification( Size 3.20x2.25M)
2
-
-
Providing and fixing scour pipe for silt flushing 450 mm dia,
711.2
-
-
Providing and fixing of M.S Sluice Valve 450 MM Ǿ as per required specification and pressor i/c transpotation complete.
1
-
-
SH-II
Feeder Channel
-
-
-
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 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 out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
a) Hard Soil
110.2
-
-
a) Ordinary Rock
110.2
-
-
b) Hard Rock requiring blasting
55.1
-
-
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 an shuttering in:
-
-
-
a) Foundations and plinth
19
-
-
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)
25
-
-
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)
28.5
-
-
Reinforced cement concrete in suspended floors , roofs , alndings and balconies upto floor two level including finisjhing and plastering the exposed surface with cement mortar 1:3 (1(1 cement 3 fine sand) of thickness not exceeding 6mm to give smooth and even surface but excluding the cost of centring and shuttering and reinforcement with M20 ( 1 cement :1,5 coarse sand :3 stone aggreagate 20mm nominal size)
34
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
20
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
380
-
-
Suspended floor
140
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
b) Cold twisted bars.
4320
-
-
SH-III
Desilting Tank
-
-
-
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 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 out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
a) Hard Soil
46.46
-
-
b) Ordinary Rock
255.52
-
-
c) Hard Rock requiring blasting
162.6
-
-
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 an shuttering in:
-
-
-
a) Foundations and plinth
11.85
-
-
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)
23.69
-
-
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)
35.54
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
9.5
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
355.38
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
a) Cold twisted bars.
6515.09
-
-
Providing and laying 450 mm dia. for silt flushing.
711.2
-
-
Manufacturing and supplying of double flange non rising spindle type extra heavy duty sluice valve IS SS 410 spindle and gun metal internal with oprating hand wheel for 450 mm dia penstock pipe as per IS Trade mark specification i/c M.S. Flange.
2
-
-
SH-IV
Power Channel
-
-
-
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 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 out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
a) Hard Soil
4680.5
-
-
b) Ordinary Rock
3744.4
-
-
c) Hard Rock requiring blasting
936.1
-
-
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 an shuttering in:
-
-
-
a) Foundations and plinth
851
-
-
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)
1138.5
-
-
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)
1242
-
-
Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor twolevel 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 : 3stone aggregate 20 mm nominal size).
165
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
2300
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
16660.33
-
-
c) Suspended floors
675
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
b) Cold twisted bars.
203640
-
-
SH-V
Forebay Tank
-
-
-
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 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 out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
a) Hard Soil
31.77
-
-
a) Ordinary Rock
95.31
-
-
b) Hard Rock requiring blasting
190.62
-
-
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 an shuttering in:
-
-
-
a) Foundations and plinth
8.95
-
-
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)
25.67
-
-
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)
17.58
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
19.54
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
132.86
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
a) Cold twisted bars.
3459.52
-
-
Providing M.S. trash rack of approved drawing i/c one coate of red oxide primer complete as per direction of Enginner in-charge
2368
-
-
Manufacuring and supplying of bell mouth of standard design and drawing.
1
-
-
Silt flushing pipe 450 mm dia
711.2
-
-
Manifactureing and suplying of Air release valve 250mm dia and 10Kg pressor of standred specification and directio of Engineer In-charge.
1
-
-
Manufacturing and supplying of double flange non rising spindle type extra heavy duty sluice valve IS SS 410 spindle and gun metal internal with oprating hand wheel for 450 mm dia penstock pipe as per IS Trade mark specification i/c M.S. Flange.
2
-
-
Providing and manifactureing of M.S. flange made by 25mm M.S plate suitable foe 400mm Suice valve (I.D) with necessary hole as per direction of Engineer In-Charge.
2
-
-
Manufacturing and supplying of double flange non rising spindle type extra heavy duty sluice valve IS SS 410 spindle and gun metal internal with oprating hand wheel for 700 mm dia penstock pipe as per IS Trade mark specification.
1
-
-
SH-VI
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.)
-
-
-
(I) By Manual Means:-
-
-
-
(A) In area of thorny jungle
0.84
-
-
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.)
-
-
-
a) Hard Soil
1845.9
-
-
b) Ordinary Rock
3691.8
-
-
c) Hard Rock requiring blasting
615.3
-
-
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 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 out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
a) Hard Soil
721.8
-
-
a) Ordinary Rock
2165.4
-
-
b) Hard Rock requiring blasting
721.8
-
-
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 an shuttering in:
-
-
-
a) Foundations and plinth
238.7
-
-
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)
433.8
-
-
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)
316.2
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
702.5
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
4810
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
b) Cold twisted bars.
60000
-
-
SH-VII
Penstock Pipe
-
-
-
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 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 out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
a) Hard Soil
110.47
-
-
a) Ordinary Rock
138.09
-
-
b) Hard Rock requiring blasting
27.62
-
-
Extra for lead of 50m or part thereof for earthwork in all soils including shingleas smaal size boulders upto 30cm size and saturated soil.
276.17
-
-
Re-filling excavated earth in foundation and plinth etc in 15cm layer including ramming and watering etc complete.
283.28
-
-
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 an shuttering in:
-
-
-
a) Foundations and plinth
12.16
-
-
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)
171.45
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
a) Cold twisted bars.
3456
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
454
-
-
MS penstock pipe surpface preparation , Vee grooving etc circumferencetial fresh welded joints by hydrogen for cutting grinding and weldings by stable electronics of suitable gauges with 100% metal (three times ) for 600mm diapenstock pipe joints including placing and by laying of pipe at the site as per direction of engineer in charge
35576.15
-
-
Manifacturing and supplyin of ISCON fexible pressor Expension joints (standred) suitable for 600 mm(O.D.) pes stock pipe.
-
-
-
600mm
5
-
-
450mm
2
-
-
Manufacturing and supplying of double flange non rising spindle type extra heavy duty sluice valve IS SS 410 spindle and gun metal internal with oprating hand wheel for 600 mm dia penstock pipe as per IS Trade mark specification.
-
-
-
600mm
2
-
-
450mm
2
-
-
SH-VIII
POWER HOUSE, MACHINE FOUNDATION AND SWITCHYARD
-
-
-
A. Power House
-
-
-
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
20
-
-
ii) Girth from 600 mm to 900 mm
14
-
-
iii) Girth from 900 mm to 1800 mm
3
-
-
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.)
0.09
-
-
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.)
3250
-
-
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
49.39
-
-
b) Ordinary Rock
82.32
-
-
c) Hard Rock requiring blasting
32.93
-
-
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
64.66
-
-
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
64.1
-
-
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).
161.84
-
-
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)
61.97
-
-
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).
27.46
-
-
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).
88.01
-
-
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).
40.64
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
312.48
-
-
b) Column, pillars, posts and struts etc.
274.64
-
-
c) Lintels, beams, girders, bressumers and cantilevers etc.
554.76
-
-
d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
118.9
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
a) Tar/TMT steel
26580.54
-
-
Filling in plinth with sand under floors including watering,ramming,consolidating and dressing complete.
63.25
-
-
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.
228.17
-
-
Extra for pre-cast cement concrete block masonry in superstructure above plinth level up to floor two level.
228.17
-
-
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.
154.63
-
-
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
51.27
-
-
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.
3233.4
-
-
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).
1860.1
-
-
White washing with lime on new work ( two or more coats) to give an even shade.
1860.1
-
-
Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
72.3
-
-
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.
72.3
-
-
Painting one coat with oil type wood preservative of approved brand and manufacture on old work.
72.3
-
-
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.
71.64
-
-
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.
79.6
-
-
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
48
-
-
c) 150 x 10 mm
48
-
-
Providing and fixing MS handles with necessary screws etc complete.
-
-
-
a) 125 mm
6
-
-
b) 100 mm
24
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
65.86
-
-
Carriage of Materials
-
-
-
ii) Machine foundation
-
-
-
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
124.2
-
-
b) Ordinary Rock
62.1
-
-
c) Hard Rock requiring blasting
20.7
-
-
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
22.8
-
-
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)
50.22
-
-
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)
30.43
-
-
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).
7.8
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
94.35
-
-
d) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
459
-
-
e) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
39
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
a) Tar/TMT steel
10613.4
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
82.8
-
-
B. Switchyard and security fencing complete
-
-
-
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
20
-
-
ii) Girth from 600 mm to 900 mm
18
-
-
iii) Girth from 900 mm to 1800 mm
3
-
-
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
0.06
-
-
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.)
900
-
-
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
202.23
-
-
b) Ordinary Rock
72.22
-
-
c) Hard Rock requiring blasting
14.44
-
-
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
65.32
-
-
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)
42.15
-
-
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)
12.88
-
-
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).
11.21
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
243.76
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
257.6
-
-
c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
82.12
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
a) Tar/TMT steel
4434.76
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides cf foundations etc. in layers not exceeding 20cm rn depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
289.28
-
-
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
185.96
-
-
Broken Stone Aggregate 20 mm size
103.31
-
-
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.
243.81
-
-
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
45
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
115.56
-
-
SH-IX
Tailrace 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.)
-
-
-
(I) By Manual Means:-
-
-
-
(A) In area of light jungle
0.56
-
-
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.)
-
-
-
a) Hard Soil
1404
-
-
b) Ordinary Rock
2808
-
-
c) Hard Rock requiring blasting
468
-
-
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 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 out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
a) Hard Soil
800.28
-
-
a) Ordinary Rock
800.28
-
-
b) Hard Rock requiring blasting
400.14
-
-
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 an shuttering in:
-
-
-
a) Foundations and plinth
198.9
-
-
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)
175.5
-
-
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)
198.9
-
-
Centring and shuttering including strutting, propping etc and removal of form work for
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
390
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
2652
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
-
-
-
b) +B13:B319Cold twisted bars.
29952
-
-
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