Public Works Department Tender
View complete overview of Manipur PWD Tender
Costs
EMD
₹ 16,85,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_PWDM1_1323_1Bid Award Id
ViewTender No
SSW/BID/KP-01/2020-21/07Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwdmanipur.nic.in/
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Documents
BOQ Items
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a). I.R.C. Grade-II
2812.5
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b). I.R.C. Grade-III
2812.5
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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to 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, finished to required level and grades.Providing and applying primer coat with bitumen emulsion on prepared surface of granular base i/c clearing of road surface and spraying primer using mechanical means(a) on WBM/WMM surface @ 0.70-1.00 kg/sqm. Providing and laying seal coat sealing the voids in a bituminous surface laid to the specifieds levels, grades and cross fall using type A seal coat.
37500
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Scarifying including picking up scarified materials and stacking of old serviceable material within a lead of 100 m. (a) Top bituminous surface of surface dressing or premix carpet.
18887.42
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area,thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
2000
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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 0.90 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.
30.6
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Construction of 900 mm dia. R.C.C. Pipe Culvert
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E/W in excavation foundation trenches etc. in drains and channels etc. not exceeding 2.00 metres depth i/c dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation i/c disposal of surplus soil as directed within a lead of 30.00 metres. i) ordinary soil.
341.47
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C.C 1:4:8 mix with stone aggregate 40 mm. nominal size in foundation upto a depth of 1.50 metres below ground/bed level and upto height of 1.5 m above ground/bed level.
30.24
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Random rubble masonary (uncoursed) in cement sand mortar 1:3 in foundation upto a depth of 1.5m. and 1.5m. above ground/bed level.
133.28
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Laying reinforced cement concrete pipes NP-3 for culverts including pointing ends and fixing collar with cement mortar 1:2 (a) 900 mm dia.
70
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Cement plaster 12 mm thick in cement mortar 1:3.
109.2
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Earth filling with surplus soil excavated from foundatiom and taken only from outside of building plinth in 15 cm layers, including runningwatering and consolidation lead 30meters.
113.82
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SH : Construction of pucca drain
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Earth work in excavation 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.
2536.56
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Earth filling with surplus soil excavated from foundatiom and taken only from outside of building plinth in 15 cm layers, including runningwatering and consolidation lead 30meters i) Ordinary soil
845.52
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C.C 1:4:8 mix with stone aggregate 40 mm nominal size in foundation upto a depth of 1.50 m below ground/bed level and upto height of 1.50 m above ground/bed level
585.36
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RCC M-20 mix with stone aggregate 20 mm. nominal size mechanically mixed and vibrated for bed plates e/c steel but i/c centering and shuttering laid in position.
845.52
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Steel reinforcement for RCC Works i/c bending binding and placing in position.HYSD bars
57.96
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Construction of Breast wall - Type -I
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Earth work in excavation 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.
448.5
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Earth filling with surplus soil excavated from foundation and taken only from outside of building plinth in 15 cm layers, including running watering and consolidation lead 30 meters i) Ordinary soil
149.5
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C.C 1:4:8 mix with stone aggregate 40 mm nominal size in foundation upto a depth of 1.50 m below ground/bed level and upto height of 1.50 m above ground/bed level
75.9
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C.C 1:3:6 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 m below ground/bed level and 1.50 m above ground/bed level i/c form work
489.33
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Providing weep holes in plain concrete/Reinforced Concrete abutment,Wing wall /Return wall complete as per drawing and technical specification.
246.4
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Construction of Breast wall - Type -II
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Earth work in excavation 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.
349.8
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Earth filling with surplus soil excavated from foundatiom and taken only from outside of building plinth in 15 cm layers, including running watering and consolidation lead 30meters i) Ordinary soil
116.6
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C.C 1:4:8 mix with stone aggregate 40 mm nominal size in foundation upto a depth of 1.50 m below ground/bed level and upto height of 1.50 m above ground/bed level
48.4
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C.C 1:3:6 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 m below ground/bed level and 1.50 m above ground/bed level i/c form work
448.8
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Providing weep holes in plain concrete/Reinforced Concrete abutment,Wing wall /Return wall complete as per drawing and technical specification.
118.4
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