Public Works Department Tender
View complete overview of Manipur PWD Tender
Public Works Department - PWD Tender
Eprocure
Opening Date18 Mar 2021
Closing Date8 Apr 2021
Tender AmountRefer Documents
Costs
EMD
₹ 11,20,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Road Worrk At Tamenglong
Description
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Contact
Tender Id
2021_PWDM1_1321_1Bid Award Id
ViewTender No
SSW/BID/TM-01/2020-21/03Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwdmanipur.nic.in/
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Documents
BOQ Items
Earth work in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2.00 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation including disposal of surplus soil as directed within a lead of 30.00 metres. a) O/Soil.
1738.8
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Providing, laying and compacting granular base/sub-base according to lines, grades and cross sections by using naturally occurred sand gravel/conforming to IRC Grade-II of MOST specification free from organic or other delecterious constituents spreading with motor grader and compacted by rolling with power roller of 8 to 10 tonnes capacity in layers not exceeding 150 mm (spread thickness) i/c rolling of the road surface to proper level & grades 30 cm width edging on both sides etc. complete as directed by the Eng.-in-charge i/c carriage charge.
2247.19
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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 interstices of coarse aggregates, watering and rolling making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of diversion etc. A. BY MANUAL MEANS :
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WBM- IRC Grade-II
1123.59
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WBM- IRC Grade-III
2246.06
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer using mechanical means on WBM/WMM surface at the rate of 0.07-1.00 kg/ sqm.
30000
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distibutor on the prepared bituminous / granular surface cleaned with mechanical broom (I) on granular surface pre-treated with priming coat @ 0.25-0.30 kg/sqm
30000
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Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. ii) Type B with Case - II : Type B Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade (Bitumen Grade 60/70)
30000
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Reinforced cement Concrete M15 kilometre stone of standard design fixed in position including painting, and printing letters etc. a) 5th kilometre stone
2
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b) Ordinary kilometre stone
7
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
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i) 60 cm Equilateral Triangle
18
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ii) 60 cm Circular
16
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.
7
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SH:Construction of RCC Pipe Culvert - 900 mm dia -32 Nos
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Earth work in excavation in foundation for structures complete as per drawing and technical specification in Ordinary soil a) Depth upto 3.00m.
1008
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Earth filling with surplus soil excavated from foundation and taken only outside of building plinth in 15 cm layers i/c ramming watering and consolidation lead up to 30 m i) Ordinary soil
336
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Cement concrete 1 : 4 : 8 mix with stone aggregate 40 mm. nominal size mechanically mixed and vibrated in foundation up to a depth of 1.50 m below ground level and 1.50 m. above ground/bed level i/c formwork
111.04
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Cement concrete 1 : 3 : 6 mix with stone aggregate 40 mm nominal size mechanically mixed and vibrated in foundation up to a depth of 1.5m below ground level and 1.50 m above ground/bed level i/c formwork.
116.48
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Random rubble masonry (uncoursed) in cement sand mortar 1 : 3 is foundation upto a depth of 1.50 m. and 1.50 m. above ground/bed level
469.76
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Laying reinforced cement concrete pipes N.P.-3 for culverts including pointing ends and fixing collar with cement mortar 1:2 a) 900 mm dia
240
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Cement plaster 12 mm thick in cement mortar 1:3.
510.72
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SH: Construction of RR Breast wall - 2.00 m high - 30.00 m
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Earth work in excavation in foundation for structure complete as per drawing and technical specification in Hard soil a) Depth upto 3.00m.
75.33
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Earth filling with surplus soil excavated from foundation and taken only outside of building plinth in 15 cm layers i/c ramming watering and consolidation lead up to 30 m i) Ordinary soil
25.11
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Cement concrete 1 : 4 : 8 mix with 40 mm. nominal size mechanically mixed and vibrated in foundation up to a depth of 1.5m below ground level and 1.5m. above ground/bed level i/c formwork
6.96
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Random rubble masonry (uncoursed) in cement sand mortar 1 : 3 is foundation upto a depth of 1.50 m. and 1.50 m. above ground/bed level
57.09
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Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification.
47.88
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Back filling behind abutment, wing walls and return walls complete as per drawing and technical specification.a) Gravelly material.
29.4
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Cement plaster 12 mm thick in cement mortar 1:3 (1 cement : 3 sand)
55.8
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SH:Construction of RR Retaining Wall- 3.50 m high -35.00 m
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Earth work in excavation in foundation for structure complete as per drawing and technical specification in Hard soil a) Depth upto 3.00m.
182.14
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Earth filling with surplus soil excavated from foundation and taken only outside of building plinth in 15 cm layers i/c ramming watering and consolidation lead up to 30 m i) Ordinary soil
60.73
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Cement concrete 1 : 4 : 8 mix with 40mm. nominal size mechanically mixed and vibrated in foundation up to a depth of 1.5m below ground level and 1.5m. above ground/bed level i/c formwork
11.62
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Random rubble masonry (uncoursed) in cement sand mortar 1 : 3 is foundation upto a depth of 1.50 m. and 1.50 m. above ground/bed level
179.1
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Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification.
57.44
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Back filling behind abutment, wing walls and return walls complete as per drawing and technical specification.a) Gravelly material.
77.35
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Cement plaster 12 mm thick in cement mortar 1:3 (1 cement : 3 sand)
120.19
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