Public Works Department Tender
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Costs
EMD
₹ 29,75,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_PWDM1_1494_1Bid Award Id
ViewTender No
SSW/BID/UK-01/CRF/2021-22/02Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwdmanipur.nic.in/
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Documents
BOQ Items
Loosening of the ground upto a level of 500mm below the sub-grade level,watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.
3210.9
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SH-II:- ROAD WORK
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Surface dressing of the ground i/c removing vegetation and unequalities not exceeding 15cm deep and disposal of rubbish lead upto 50 metres and lift 1.5 metres. A).Ordinary soil/Soft rock.
30000
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Construction of unlined surface drains of average cross sectional area 0.40sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309 of MoRTH specification. Excavated material to be used in embankment within a lead of 50metres (average lead 25 metres).
4950
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Providing laying & compacting granular base/sub-base according to lines, grades& cross-sections by using naturally occurring sand gravel/conforming to IRC Grade-II of M.O.S.T. specification free from organic ore other deleterious constituents spreading with motor grader and compacted by rolling with power roller of 8 to10tonnes capacity in layers not exceeding 150 mm (spread thickness)including rolling of the road surface to proper level & grade 30 cm width edging on both side etc. complete as directed by the Engineer-in-charge.
10965.38
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Providing,laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tones in stages to proper grade and camber, applying and brooming requisite type of screening & binding materials to fill up the interstics of coarse aggregates, watering and rolling making necessary earthern bund to protect edges, lighting, guarding, barricading and maintenance of diversion etc.A.By Manual Means (i) I.R.C. G-II
4328.44
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(i) I.R.C. Gr-III
4328.44
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Providing and laying bituminous macadam with 60-80 TPH HMP producing an average output of 35 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder transported to site, laid over a previously prepared tsurface with paver finisher to the required grade,level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Bitumen @ 4% i/c P/A primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means. A). WBM/WMM surface @ 0.70 -1.00 kg/sqm.
ii) For Grading II (19 mm nominal size)
A) Using Bitumen 60/70
3462.75
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Providing and laying bituminous concrete with 60-80 TPH batch type hot mix plant producing an average output of 35 tonnes per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.5 per cent of mix and filler,transporting the hot mix to work site,laying with the hydrostatic paver finisher with sensor control to the required grade,level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause N0. 509 complete in all respects.
ii) Grading-II-13 mm (Nominal size)
A).Using Bitumen 60/70. i/c P/A tack coat with bitumen emulsion using emulsion pressure distributor m on the prepared bituminous/granular surface cleaned with mechanical broom. i).On normal bituminous surface @ 0.20 -0.30 kg/sqm.
ii) Grading-II-10 mm (Nominal size)
A).Using Bitumen 60/70.
1731.38
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SH-III:-CROSS-DRAINAGE WORK RCC 1m span slab culvert
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RCC 1m span slab culvert
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Earthwork in excavation of foundation of structures complete as per drawing and technical specification.
866.32
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Cement concrete 1:4:8 mix with stone aggregate 40mm nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m above ground/bed level.
60.6
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Cement concrete 1:3:6 mix with stone aggregate 40mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5m below ground/bed level and 1.5m above ground/bed level i/c formwork.
404.16
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Providing weep holes in plain concrete/reinforced concrete abutment,wing wall/return wall complete as per drawing and technical specification.
41.28
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Steel reinforcement for RCC works including bending,binding and placing in position. HYSD Bars
A).Mild steel and medium tensile steel bars.
6.64
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Reinforced cement concrete M-20 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for bed plates excluding steel but including centering and shuttering laid in position.
4.65
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Reinforced cement concrete M-20 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement,but including centering and shuttering laid in position.
8.69
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Reinforced cement concrete M-30 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement,but including centering and shuttering & laid in position.
4.72
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Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm thick including watering and compacting.
c).Filter media behind abutment,wing and return wall.
28.31
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Earth filling with surplus soil excavated from foundation and taken only from outside of building plinth in 15cm layers, including running watering and consolidation lead 30 metres.
118.52
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1m dia RCC pipe culvert
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Earth work in excavation of foundation for superstructure complete as per drawing and technical specification. a) Depth upto 3 m.
906.09
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Cement concrete 1:4:8 mix with stone aggregate 40mm nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m above ground/bed level.
102.58
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Random rubble masonry (uncoursed) in cement mortar 1:3 for foundation upto a depth of 1.5m and 1.5m above ground/bed level..
780.62
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Laying reinforced cement concrete pipes NP-3 for culverts including pointing ends, and fixing collar with cement mortar 1:2 b).1000mm dia
172.5
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Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre
302.03
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Cement plaster 12mm thick in cement mortar 1:3
198.72
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Painting in kerbs in black and yellow alternate bands complete as per drawing and technical specifications.
198.72
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Construction of 6m span RCC Slab culvert
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Laying reinforced cement concrete pipes NP-3 for culverts including pointing ends, and fixing collar with cement mortar 1:2 b).1000mm dia
10
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Earth work in excavation of foundation for superstructure complete as per drawing and technical specification. a) Depth upto 3 m.
388.67
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b).Depth 3m to 6m
154.58
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Cement concrete 1:4:8 mix with stone aggregate 40 mm nominal size in foundation upto a depth of 1.5 metres below ground level and upto height of 1.5 m above ground/bed level.
35.61
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Cement concrete for plain concrete/ reinforced concrete for sub-structure i/c form work complete as per drawing and technical specifications. PCC M 20 grade. a) Upto 5 m in height.
257.72
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Cement concrete for plain concrete/ reinforced concrete for sub-structure i/c form work complete as per drawing and technical specification.a).RCC M-20 grade-Upto 5 m in height
7.15
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HYSD bar reinforcement in substructure complete as per drawing and technical specification.
3.64
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Cement concrete for reinforced/prestressed concrete in superstructure i/c form work complete as per drawing and technical specification. A).RCC M-25 grade i).For T-beam slab . Case-I:Using Concrete Mixture
26.28
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Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specifications.
85.72
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Drainage Spouts complete as per drawing and Technical Specifications. (Size 260 x 260 mm)
6
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Cement concrete wearing coat M 30 grade including form work and reinforcement complete as per drawing and technical specifications.
3.4
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Filter medium behind abutment,wing wall and return wall complete as per drawing and technical specifications.
20.54
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Painting in kerbs in black and yellow alternate bands complete as per drawing and technical specifications.
16.1
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Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre
129.56
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SH-IV:-PROTECTION WORKS
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Earthwork in excavation of foundation of structures complete as per drawing and technical specification.i).Depth upto 3m
828.74
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Cement concrete 1:4:8 mix with stone aggregate 40mm nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m above ground/bed level.
112.36
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Providing weep holes in plain concrete/reinforced concrete abutment,wing wall/return wall complete as per drawing and technical specification.
225.54
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Cement concrete 1:3:6 mix with stone aggregate 40mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5m below ground/bed level and 1.5m above ground/bed level i/c formwork.
984.61
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Random rubble masonry (uncoursed) in cement mortar 1:3 for foundation upto a depth of 1.5m and 1.5m above ground/bed level..
323.4
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Earth filling with surplus soil excavated from foundation and taken only from outside of building plinth in 15cm layers, including running watering and consolidation lead 30 metres.
93.58
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Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm thick including watering and compacting.
c).Filter media behind abutment,wing and return wall.
135.45
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