Urban Development And Housing Department Tender
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Urban Development And Housing Department Tender
Civil And Construction
Building Construction
Eprocure
Opening Date3 Oct 2024
Closing Date17 Oct 2024
Tender Amount₹ 9,40,60,000
Costs
EMD
₹ 9,41,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Establishment Of Multipurpose Sports Facility At Itanagar Mudda Happa (icr) Arunachal Pradesh
Description
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Contact
Tender Id
2024_APUDH_1953_1Bid Award Id
ViewTender No
CEUD/PLG-221/2024-25Tender Authority
Urban Development And Housing Department ViewPurchaser Address
-Website
http://http://udarunachal.gov.in/
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Documents
BOQ Items
(iii) Girth from 900 mm to 1800 mm
10
-
-
Clearing Grass and Removal of Rubbish
8.02
-
-
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:- Road Area, Parking Area A In area of light jungle (60%)
2.25
-
-
In area of thorny jungle(40%)
1.5
-
-
Procurement supply and installation of Mechanical Boring with 2 HP submersible pump along with all necessary accessories in complete.
1
-
-
FORMATION CUTTING
-
-
-
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 lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
22854
-
-
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.)
8790
-
-
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 )
3516
-
-
COMPOUND WALL
-
-
-
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.
b) Hard Soil
1958.4
-
-
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
244.8
-
-
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
287.64
-
-
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.
b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
122.4
-
-
Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surfac
b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
207.4
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
b) Cold twisted bars.
27480.7
-
-
Centring and shuttering including strutting proping etc. and removal of form work for:
6120
-
-
Brick work with best available local bricks in foundations and plinth in cement mortar 1:5 (1 cement : 5 fine sand).
734.45
-
-
12 mm cement plastering 1:4 ( 1 cement : 4 fine sand)
On bothside of wall
5440
-
-
Applying one coat of cement primer of approved brand and manufacture on wall surface.
5440
-
-
Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade.
5440
-
-
Steel work in single section including cutting , hoiting, fixing in position and appling a priming b) In Tees, Angles, Flats and Channels
30.6
-
-
Providing loop of barbed wire over the wall
385.09
-
-
Carraige charges
1
-
-
RCC RETAINING WALL, 4 Mtr Ht
-
-
-
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),liftupto1.50m and stacking the excavated soil not more than 3m 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.
2011.5
-
-
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
64.8
-
-
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 coarse sand : 3 stone aggregate 20 mm nominal size).
249.75
-
-
Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in :
a) M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
291.6
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.-
a) Tar/TMT steel
26750.78
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :-a) Foundation, footings, bases of columns etc. and mass concrete.
364.5
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
1755
-
-
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
270
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification-a) Granular material
1360.8
-
-
Carriage
1
-
-
RCC RETAINING WALL, 6 Mtr Ht
-
-
-
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),liftupto1.50m and stacking the excavated soil not more than 3m 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.
1378.62
-
-
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
36.45
-
-
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).
135.5
-
-
Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in :
a) M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
153
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
22432.69
-
-
Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concrete.
105.18
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
999
-
-
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
270
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification-a) Granular material
1163.7
-
-
Carriage
1
-
-
INTERNAL ROAD (CC PAVEMENT)
-
-
-
Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
8419.95
-
-
Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
8419.95
-
-
Rolled Cement Concrete Base (Construction of rolled cementconcrete base course with coarse and fine aggregate conformingto IS:383, the size of coarse aggregate not exceeding 25 mmwith minimum, aggregate cement ratio15:1 and minimumcement content of 200 kg/cum, aggregate gradation to be as pertable 600-4 after blending,mixing in batching plant at optimummoisture content, transporting to site, laying with a paver withelectronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designedflexural strength,finishing and curing.
1894.49
-
-
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
842
-
-
Cement Concrete Pavement:-Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
1262.99
-
-
Cable Duct Across the Road:-Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. Triple Row for three utility services.
240.57
-
-
Carriage
1
-
-
ROAD SIDE DRAIN
-
-
-
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 than3 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.
1758
-
-
Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
124.53
-
-
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
410.2
-
-
Centring and shuttering including strutting proping etc. and removal of form work for- a) Foundations and plinth.
2051
-
-
12 mm cement plastering 1:4 ( 1 cement : 4 fine sand)
3223
-
-
Neat cement Punning
3223
-
-
ENTRY-EXIT GATE
-
-
-
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.- b) Hard Soil
43
-
-
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
8.31
-
-
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
10.87
-
-
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.- b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
4.32
-
-
Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surfac
b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
5.28
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.- b) Cold twisted bars.
1079.61
-
-
Centring and shuttering including strutting proping etc. and removal of form work for:
65.9
-
-
12 mm cement plastering 1:4 ( 1 cement : 4 fine sand) -On bothside of wall
65.9
-
-
Marble chips skirting (up to 30 cm height) rubbed and polished to granolithic finish top layer 6 mm thick with white, black or white and black marble chips of sized from smallest to 4 mm nominal size laid in cement marble powder mix 3 : 1 (3 cement : 1 marble powder) by weight in proportion of 4 : 7 (4 cement marble powder mix : 7 marble chips) by volume. (A) 18 mm thick with under layer 12 mm thick in cement plaster 1 : 3 (1 cement : 3 coarse sand).
c) Medium shade pigment with approximately 50% white cement and 50% ordinary cement.
41.7
-
-
Steel work in single section including cutting , hoiting, fixing in position and appling a priming b) In Tees, Angles, Flats and Channels
1
-
-
Carriage
1
-
-
SURVEY AND INVESTIGATION
-
-
-
Survey and investigation
1
-
-
Evaluation Notes How It Works ?
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