Urban Development And Housing Department Tender
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Urban Development And Housing Department Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date24 Jan 2024
Closing Date31 Jan 2024
Tender Amount₹ 1,47,89,000
Costs
EMD
₹ 1,48,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Summary
Const. Of Parking Lot, Protection Wall And Footpath
Description
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Contact
Tender Id
2024_APUDH_1603_1Tender No
CEUD/BE/TS-457/2023-24Tender Authority
Urban Development And Housing Department ViewPurchaser Address
-Website
http://http://udarunachal.gov.in/
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Documents
BOQ Items
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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.)
3360
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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.)
Ordinary Rock
5040
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[SH.2 : RCC Protection Wall (Cost for 10 Mtr)]
-
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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.
34
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Dry rubble stone Flooring
6
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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:
Foundations and plinth
3
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Reinforcement of RCC work including bending, binding and placing in position complete.
Mild steel
2161.05
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Reinforced concrete work inRetaining wall including attached pillaster
a) M20 ( 1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
44
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification b) Sandy material
35
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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 specification
40
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Carriage charge of Materials
1
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[SH.3: CC Footpath (Cost 150 Sqm)]
-
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Preparation of sub grade by excavating earth to an average depth of 22.5cm, dressing to camber and consolidating with road roller, making good the undulations etc., and disposal of surplus earth, lead upto 50m.
220.5
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Consolidation of sub-grade with roller of 8 to 12 tonne capacity including makng good the undulations etc., with earth quarry soils etc., and re rolling the sub grade
220.5
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Granular Sub-Base with Close Graded Material (Table:- 400-1) (B) by mix in Place method:- Construction of granular sub-base by providing close graded material. Mixing in a mechanical mix plant at OMC, carriage mixed material to work site, spreading in unifrom layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
(i) for Grading I material
49.61
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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 25mm, 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 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10MPa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compaction with 8-10 tonnes vibrator roller
19.95
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Cement conrete pavement:- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 Sub-grade cement @ 400kg/cum, coarse and fine aggregate conforming to IS 383, maximum size of corase aggregate not exceeding 25mm, 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, sepatation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finising to lines andgrades as per drawing
15.75
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Cable duct Across the Road: Providing and laying of a reinforced cement concrete pipe duct, 300m 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 minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450mm 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. (iii) Triple Row for three utility srvies.
25.6
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Centering and shuttering including strutting proping etc. and removal of formwork for:
a. Foundation and plinth
52.63
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Carriage charge of Materials
1
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[SH.4 : Chain Link Fencing (Cost for 12.5)]
-
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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.
4.69
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Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone shingle 40 mm nominal size) excluding the cost of centring an shuttering in.
a) Foundations and plinth
0.7
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Providing and laying cement concrete 1 : 2 : 4 (1 cement : coarse sand : 4 graded stone shingle 40 mm nominal size) excluding the cost of centring and shuttering in :
a) Foundations and plinth
3.75
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Centring and shuttering including strutting proping etc. and removal of form work for:
b) Walls including attached buttresses, pilasters etc.
7.5
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Providing and fixing angle iron post of size 50 x 50 x 6mm with 45" angle at top placed 2.5 mtr apart.
82.5
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Providing and fixing 2.5 m height chain link fencing (8-SWG) above the chain link fencing
11.5
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Providing and fixing 0.30 mtr height barbed wire fencing 2.5mm (12-SWG) above the chain link fencing
8.33
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Carriage charge of Materials
1
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[SH.5 : Hand Railing (Cost for 30 Mtr)]
-
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Reinforcement cement concrete work in columns, pillars,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 20mm norminal size)
0.25
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Centring and shuttering including strutting, propping etc and removal of form work for :
e) Column, pillars, posts and struts etc.
6.6
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Reinforcement of RCC work including bending, binding and placing in position complete.(b) Tar/TMT steel
12 dia=
Over lapping & Wastage @ 10%
117.48
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Sundries i/c painting, nails & carriage etc. complete.
1
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Providing & fixing fabricated M.S Railing made M.S Tabular pipes of 40.00MM N/B& 25.00 MM N/B i/c Priming coat with ready mixed steel primer etc. and as per appd. Design and direction of Engineer -incharge complete.
566.3
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Carriage charge of Materials
1
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[SH.6 : CC Parking (Cost for 500 Sqm)]
-
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Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning t
125
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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.
50
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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
125
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Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete.
125
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Carriage charge of Materials
1
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[SH.7 : CC Drain (Cost per Mtr)]
-
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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 3m clear from the edge of the excavation and returning the stacked soil in 15cm layers, when required into plinth sides of foundationetc. consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
1.2
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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.
0.18
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Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone shingle 20 mm nominal size) excluding the cost of centring and shuttering in :
a) Foundations and plinth
0.26
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Centring and shuttering including strutting, propping etc and removal of form work for:
a) walls including attached buttresses, pilasters etc.
4
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12 mm cement plastering 1:4 ( 1 cement : 4 fine sand)
1.6
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Neat cement Punning
1.6
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Re-filling excavated earth in foundations and plinth etc. in 15cm layer including ramming and watering etc. complete.
side filling…
0.72
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Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
0.12
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Carriage charge of Materials
1
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