Public Works Department Tender
View complete overview of Manipur PWD Tender
Costs
EMD
₹ 11,48,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Road Work Inthanga
Description
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Contact
Tender Id
2021_PWDM1_1332_1Bid Award Id
ViewTender No
SSW/BID/BP-01/CRIF/2020-21/08Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwdmanipur.nic.in/
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Documents
BOQ Items
Scarifying gravelled macadam or bituminous macadam surface (by power) (a). Top bituminous surface dressing of premix carpet.
14513.61
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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 M.O.S.T. specification free from organic ore other deleterious constituent spreading with motor grader and compacted by rolling with power roller of 8 - 10 capacity in layers not exceeding 150 mm (spread thickness) i/c rolling of the road surface to proper level and grades 30 cm width edging on both side etc. complete as directed by Engineer-in-charge.
2940.79
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Providing , laying ,spreading and compacting stone aggregate of specified 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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a). Grade -II
242.16
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b). Grade - III
3066.38
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Providing and laying semi dense bituminous concrete with 40- 60 TPH batch type HMP producing an average output of 35 tonnes per hour using crushed aggregates of specified grading ,premixed with bituminous binder @ 5 percent 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 tendem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects.(I) . For Grading II (10 mm nominal size),i/c applying tack coat with bitumen emulsion using on the prepared surface of granular base i/c clearing of road surface and spraying primer using mechanical means on WBM surface @ 0.7 - 1.0 kg/m2 using Bitumen 60/70.
1022.13
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Reinforced cement concrete M15 kilometre stone of standard design fixed in position including painting and printing letters etc.
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5th Km Stone
1
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Km Stone
12
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Providing and fixing 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 cmx 60 cm , 60 cm below ground level as per approved drawing.
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i). 60 cm equilateral triangle
53
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ii). 60 cm circular
52
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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 75x 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.
41
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Road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface - P/L of hot applied thermoplastic compound 2.5 mm thick i/c 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.
2020
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Construction of Drain
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Earthwork in excavation in foundation trenches or drains and chennel not exceeding 2 m in depth including dressing of sides and ramming of bottoms 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 50 metres.
1715.2
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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/bed level and upto height of 1.5 m above ground/bed level.
138.21
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Cement concrete 1:3:6 mix with screened shingle 40 mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5 m below ground level and 1.5 m above ground/bed level i/c formwork.
463.41
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Earth filling with surplus soil excavated from foundation and taken only outside of building plinth 15 cm layers i/c ramming watering and consolidation lead upto 30 m (i). Ordinary soil.
284.55
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Const. of RCC Slab Culvert 1.5 m span - 3 Nos.
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Earth work in excavation of foundation for superstructure complete as per drawing and technical specification.(a) Ordinary soil (i) Depth upto 3 m
282.29
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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 1.5 m above ground/level.
22.14
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Cement concrete 1:3:6 mix with stone aggregate 40 mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5 m below ground level and 1.5 . Above ground/bed level i/c formwork.
158.6
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Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates excluding steel reinforcement, but including centering and shuttering laid in position.
2.58
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Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.
7.75
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Cement concrete wearing coat M-30 grade including form work and reinforcement complete as per drawing and technical specification.
3.23
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Steel reinforcement for R.C.C. works including bending, binding and placing in position. A) Cold twisted bar.
2180
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Filling in foundation trenches as per drawing and technical specification using Sandy soil with PI less than 6.
59.22
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