Public Works Department Tender
View complete overview of Manipur PWD Tender
Costs
EMD
₹ 13,93,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Etender For Crif Works In Thoubal Dist
Description
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Contact
Tender Id
2021_PWDM1_1335_1Bid Award Id
ViewTender No
SSW/BID/TB-01/CRIF/2020-21/010Tender 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 for structures complete as per drawing and technical specification i/c setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom , backfilling the excavated earth to the extent required and utilising the remaining earth locally for road work.
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i) Ordinary Soil: a) Manual Means (Depth upto 3m)
90
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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.
37.5
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Road Works:-
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Scarifying including picking up scarified material and stacking of old serviceable material within a lead of 100 m. (a) Top bituminous surface of surface dressing or premix carpet.
1875
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Loosening leveling and compacting original ground supporting embankment to facilate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
2981.25
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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 or other deleterious constituents compact by rolling with power roller of 8 to10 tonnes 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 sides etc. complete as directed by the Engineer-in-charge.
4501.58
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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 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening & binding materials to fill up the interstices of course 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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a) IRC grade-II
1631.25
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b) IRC grade-III
1631.25
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Providing, laying and rolling of built up spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggreagtes placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75mm
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(A) By Using Bitumen 80/100
101.49
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Providing and laying bituminous concrete with 60 -80 TPH batch type HMP producing an average out put of 35 tone per hour using crushed aggregate of specified grading, premixed with bituminous binder @ 5.5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller to achieve the desired compacting as per MORTH spn clause No.509 complete in all respects including providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom(i) on normal bituminous surface @0.20-0.30 kg/sqm. ii) For Grading-II (13 mm nominal size) (A) Using Bitumen 60/70
990
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Providing, laying and rolling of open-graded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to searve 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 cleaning the existing WBM road surface including
ii) For Grading II (10mm nominal size) A) Using Bitumen 60/70
21750
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Construction of 1m span slab Culverts:
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Earth work in excavation in foundation for structures complete as per drawing and technical specification a) Ordinary Soil: i)Depth upto 3m
391.68
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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 level and upto height of 1.5m above ground/bed level.
80.64
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Cement concrete 1:3:6 mix with stone agregate 40 mm nominal size in foundation upto a depth of 1.5 metres below ground level and upto a height of 1.5 m above ground / bed level i/c form work
278.28
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Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for for bed plates excluding steel reinforcement, but including centering and shuttering laid in position.
24
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Reinforced cement concrete M20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for reinforced cement concrete work in slab excluding steel reinforcement but including centering and shuttering laid in position
14.4
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Steel reinforcement for R.C.C. work in bending, binding and placing in position, HYSD bars
4118.4
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Cement plaster 12mm thick in cement mortar 1:3
37.44
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Back filling behind abutments, wing walls and returned walls complete as per drawing and technical specifications. a) gravelly materials.
137.52
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Open Drain:-
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Earth work in excavation in foundation for structures complete as per drawing and technical specification a) Ordinary Soil: i)Depth upto 3m
1701.6
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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 30m (i) Ordinary soil
382.86
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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 level and upto height of 1.5m above ground/bed level.
170.16
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Steel reinforcement for R.C.C. works including bending, binding and placing in position. a) HYSD bars
44243.08
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Reinforced cement concrete M-20 mix with stone aggrt 20mm nominal size mechanically mixed and vibrated for bed plates excluding steel but i/c centering and shuttering laid in position.
191.43
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Reinforced cement concrete M-20 mix with stone aggrt 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement but i/c centering and shuttering laid in position.
319.05
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