Public Works Department Tender
View complete overview of Manipur PWD Tender
Public Works Department - PWD Tender
Eprocure
Opening Date11 Oct 2021
Closing Date3 Nov 2021
Tender Amount₹ 9,73,02,566
Costs
EMD
₹ 19,46,500Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_PWDM1_1587_1Tender No
SSW/BID/IW/RIDF(R02)/2020-21/1 Dt. 11.10.2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwdmanipur.nic.in/
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Documents
BOQ Items
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Preparing surface by brushing with wire brushes for cakes mud etc. sweeping with brooms and finally fanning the cleaned surface with funny bags to removed all the loose dirt etc. providing and applying evenly priming tack coat with bitumen 80/100
43649.75
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Providing and laying bituminous macadam of 50mm as per clause 504.1 of "MOST" specification for base course with binder content @ of 4% by weight of total mix including preparation of bases including filling of pot-holes, cleaning the surface with wire brushes etc. and providing suitable edge supports heating of binder twih aggregates handling of materials, screening , mixing in hot mix plant conforming and transporting laying and finishing with paver finisher to the required level, grade and camber, rolling by power roller etc. complete including running expenses of all plants.
2618.99
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Providing 25mm thick semi-dense carpeting course aggregate fine aggregate and filler required grading conforming to Table 500.11 of IRC specification in sufficient to yield specified thickness after compaction including through dressing of surface, screening and cleaning of stone materials making component including coarse aggregate, fine aggregate and filler to obtain homogeneous mixture with requisite quantity of binder @ 5.50% by weight to mix, mixing the quantity in hot mix plant conforming to IS 3066 and laying the mixture uniformly to specified grade line and cross section over the existing surface. a) Using Bitumen Grade 80/100 a) 10Kg/ 10 Sqm
43649.75
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Providing 25mm thick semi-dense carpeting course aggregate fine aggregate and filler required grading conforming to Table 500.11 of IRC specification in sufficient to yield specified thickness after compaction including through dressing of surface, screening and cleaning of stone materials making component including coarse aggregate, fine aggregate and filler to obtain homogeneous mixture with requisite quantity of binder @ 5.50% by weight to mix, mixing the quantity in hot mix plant conforming to IS 3066 and laying the mixture uniformly to specified grade line and cross section over the existing surface. a) Using Bitumen Grade 80/100 a) 10Kg/ 10 Sqm
4725
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SH :- (B) Construction of 6.00m culvert
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Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m meters including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meters
i) Loose/ soft soil
275.93
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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.
17.28
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Cement concrete 1:3:6 mix with stone aggregate 20 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.
79.96
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Providing weep holes in plain concrete/reinforced concrete abutment ,wing wall/return wall complete as per drawing and technical specification.
19
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Steel reinforcement for R.C.C. works including bending, binding and placing in position. TMT Bar
2.06
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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.
8.43
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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.
20.52
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Provinding and filling in foundation trenches and at the back of abutments, wing wall etc. And below pipe bed in layers not exceeding 150mm thick including watering and compacting. B) Selected granular materials in filling.
91.98
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Wing Wall 4.00
Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m meters including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meters
i) Loose/ soft soil
156.04
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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.
12.8
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Cement concrete 1:3:6 mix with stone aggregate 20 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.
48.8
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Providing weep holes in plain concrete/reinforced concrete abutment ,wing wall/return wall complete as per drawing and technical specification.
9.36
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Provinding and filling in foundation trenches and at the back of abutments, wing wall etc. And below pipe bed in layers not exceeding 150mm thick including watering and compacting. B) Selected granular materials in filling.
52.01
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SH :- (C) Construction of 3.00m culvert
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Demolition below G.L upto 1m depth and disposal of unserviceable materials within 50m lead (a) Unreinforced cement concrete more than 15cm thickness.
73.38
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Demolition below G.L upto 1m depth including stacking of serviceable materials and disposal of unserviceable materials within 50m lead and including cutting the necessary reinforcement and separating out from RCC/ RB Work.
5.88
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Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m meters including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meters
i) Loose/ soft soil
109.8
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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.
11.76
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Cement concrete 1:3:6 mix with stone aggregate 20 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.
35.56
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Providing weep holes in plain concrete/reinforced concrete abutment ,wing wall/return wall complete as per drawing and technical specification.
10.8
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Steel reinforcement for R.C.C. works including bending, binding and placing in position. TMT Bar
0.65
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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.
5.43
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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.
6.48
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Provinding and filling in foundation trenches and at the back of abutments, wing wall etc. And below pipe bed in layers not exceeding 150mm thick including watering and compacting. B) Selected granular materials in filling.
36.6
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Wing Wall 4.00
Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m meters including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meters
i) Loose/ soft soil
93.6
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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.
11.52
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Cement concrete 1:3:6 mix with stone aggregate 20 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.
34
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Providing weep holes in plain concrete/reinforced concrete abutment ,wing wall/return wall complete as per drawing and technical specification.
9.36
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Provinding and filling in foundation trenches and at the back of abutments, wing wall etc. And below pipe bed in layers not exceeding 150mm thick including watering and compacting. B) Selected granular materials in filling.
31.2
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SH :- (D) Construction of 1.00m Culvert
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Demolition below G.L upto 1m depth and disposal of unserviceable materials within 50m lead (a) Unreinforced cement concrete more than 15cm thickness.
22.55
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Demolition below G.L upto 1m depth including stacking of serviceable materials and disposal of unserviceable materials within 50m lead and including cutting the necessary reinforcement and separating out from RCC/ RB Work.
2.8
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Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m meters including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meters
i) Loose/ soft soil
81.37
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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.
10.08
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Cement concrete 1:3:6 mix with stone aggregate 20 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.
34.91
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Providing weep holes in plain concrete/reinforced concrete abutment ,wing wall/return wall complete as per drawing and technical specification.
8.88
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Steel reinforcement for R.C.C. works including bending, binding and placing in position. TMT Bar
0.58
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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.
3
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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.
1.8
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Provinding and filling in foundation trenches and at the back of abutments, wing wall etc. And below pipe bed in layers not exceeding 150mm thick including watering and compacting. B) Selected granular materials in filling.
27.12
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