Public Works Department Tender
View complete overview of Manipur PWD Tender
Costs
EMD
₹ 1,05,59,000Document Cost
₹ 20,000Tender Fee
Refer Documents
Summary
Construction Of Road From Km 0.00 To Km 32.31
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_PWDM1_1918_1Bid Award Id
ViewTender No
SSW/BID/CRIF-ISC/JB/20-21/14_4Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwdmanipur.nic.in/
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Documents
BOQ Items
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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.
2058
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Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, 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.
19622.25
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
82826.26
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Compacting original ground supporting subgrade- Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.
41277.5
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Dismantling upto 1.5m. in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable materials and stacking the serviceable materials within a lead of 100m. (i) Removing hume pipes class NP-3 - b) Above 600 mm to 900 mm dia.
165
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(ii) Cement concrete Grade M-15 & M-20
1156.98
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Reinforced cement concrete with cleaning, straightening and cutting of bars and separating out from RCC.
104.56
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Scarifying including picking up scarified material and stacking of old serviceable material within a lead of 100m. a) Top bituminous surface of surface dressing or premix carpet. A) Km 0.00 - Km 2.00
14000
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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.
39032.48
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water to OMC in mechanical mix (Pug Mill), carriage of mixed material by tipper to site laying in uniform layers in sub-base/base course on a well prepared underbase and compacting with power vibratory-roller to achieve the desired density including lighting, guarding, barricating and maintenance of diversion etc.
42906.13
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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.
181200
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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
181200
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Providing and laying 65mm thickness dense graded bituminous macadam 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 @ 4.25 per cent by weight of total 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 rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. a). using bitumen 60/70
11778
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Providing and laying bituminous concrete 30 mm thick with 60-80 TPH batch type hot mix plant producing an average output of 35 tonnes per hour using crushed aggregates 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 rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. ii) Grading - II: 13 mm (Nominal Size) A) Using Bitumen 60/70.
5436
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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
7
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b) Ordinary kilometre stone
26
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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. i) 60 cm Equilateral Triangle
126
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ii) 60 cm Circular
138
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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.
19.5
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Metal Beam Crash Barrier.
Type - A, "W" : Metal Beam Crash Barrier. Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, ISMB150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810.
5250
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Road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface - P/L of hot applied thermoplalstic 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.
9720
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Construction of 1.00 m Span RCC Slab Culvert : 39 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 3.00 m.
4430.4
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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
1476.93
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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
458.64
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Plain cement concrete M-15 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m. from bed/ground level i/c formwork.
3224.13
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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.
112.71
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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates excluding steel but including centering and shuttering laid in position.
165.75
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Steel reinforcement for R.C.C. works including bending, binding and placing in position. b) cold twisted bars
36.76
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Back filling behind abutment, wing walls and return walls complete as per drawing and technical specification.a) Gravelly material.
464.1
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Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification.
1351.74
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Construction of 1.50m Span RCC Slab Culvert - 12 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.
1758.84
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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
586.2
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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
166.8
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Plain cement concrete M-15 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m. from bed/ground level i/c formwork.
1238.4
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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.
51
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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates excluding steel but including centering and shuttering laid in position.
51
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Steel reinforcement for R.C.C. works including bending, binding and placing in position. b) cold twisted bars
13.58
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Filter medium behind abutment, wing wall and return wall complete as per drawing and technical specification.
231.72
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Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification.
478.32
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Widening of 3.00m Span RCC Slab Culvert - 2 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.
210.06
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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
70.02
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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
21
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Plain cement concrete M-15 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m. from bed/ground level i/c formwork.
152.28
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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.
25.5
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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates excluding steel but including centering and shuttering laid in position.
8.5
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Steel reinforcement for R.C.C. works including bending, binding and placing in position. b) cold twisted bars
1.49
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Filter medium behind abutment, wing wall and return wall complete as per drawing and technical specification.
114.24
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Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification.
95.44
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Construction of 6.00m Span RCC Slab Culvert - 2 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.
847.18
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b) Depth 3.00 m to 6.00 m
325.74
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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
390.98
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-
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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
63
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Plain cement concrete M-15 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m. from bed/ground level i/c formwork.
598.64
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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.
71.4
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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates excluding steel but including centering and shuttering laid in position.
17
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Steel reinforcement for R.C.C. works including bending, binding and placing in position. b) cold twisted bars
4.93
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Filter medium behind abutment, wing wall and return wall complete as per drawing and technical specification.
870.4
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Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification.
258.36
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Drainage spouts complete as per drawing and technical specification. (Size 260 x 260 mm).
4
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Mild Steel railing as per drawing and technical specification.
32
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Widening of 6.00m Span RCC Slab Culvert - 9 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.
1976.85
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b) Depth 3.00 m to 6.00 m
801.36
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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
926.1
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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
155.7
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Plain cement concrete M-15 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m. from bed/ground level i/c formwork.
1457.73
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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.
321.3
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Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates excluding steel but including centering and shuttering laid in position.
76.5
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Steel reinforcement for R.C.C. works including bending, binding and placing in position. b) cold twisted bars
20.78
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Filter medium behind abutment, wing wall and return wall complete as per drawing and technical specification.
391.68
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-
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Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification.
481.32
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Drainage spouts complete as per drawing and technical specification. (Size 260 x 260 mm).
18
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Mild Steel railing as per drawing and technical specification.
144
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Construction of CC Drain - 10200 m
-
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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.
9996
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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
3332.03
-
-
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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
2142
-
-
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Cement concrete 1 : 3 : 6 mix with stone aggregate 20 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. A) Concrete Bed
3060
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b) Walls
1836
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Construction of Breast Wall - 2.50m High : 1000.0m
-
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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.
2829
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Backfilling behind abutment, wing walls, return walls complete as per drawing and technical specification : a)Gravelly material
943
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-
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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
312
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-
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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.
1840
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-
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Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification.
1596
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Back filling behind abutment, wing walls and return walls complete as per drawing and technical specification.a) Gravelly material.
600
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Construction of Retaining wall - 3.50m High : 2100.0m
-
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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.
9435.3
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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
3145.8
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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
961.8
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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.
8584.8
-
-
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Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification.
3759
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-
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Back filling behind abutment, wing walls and return walls complete as per drawing and technical specification.a) Gravelly material.
1050
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Supply of Bailey Bridge (New) and Launching i/c Transportation : 140 ft. , 24R, TSR at Latingkhel
-
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Assembly and launching of bailey bridge within a lead of 50 m but excluding mechanical transport and cost of fixing of decking.
14
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Carriage of all necessary component of bailey bridge 140 ft. T.S.R. by mechanical transport i/c loading, reloading and stacking from PWD Godown to worksite, Jiribam
15
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Supply of Bailey Bridge Parts and repair of existing bridge : 160 ft. , 24R, DDR at Chhotobekra
-
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Fixing/ replacing of bailey bridge parts within a lead of 50 m excluding steel decking and mechanical transport
170.67
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Assembly and fixing of stiffened steel decking within a lead of 50 m but excluding mechanical transportation charges
16
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Carriage of all necessary component of bailey bridge 160 ft. D.D.R. by mechanical transport i/c loading, reloading and stacking from PWD Godown to worksite, Jiribam
8
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Supply of Bailey Bridge Parts and repair of existing bridge : 200 ft. , 24R, DDR at Phailenthang
-
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Fixing/ replacing of bailey bridge parts within a lead of 50 m excluding steel decking and mechanical transport
19.12
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Assembly and fixing of stiffened steel decking within a lead of 50 m but excluding mechanical transportation charges
12
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Carriage of all necessary component of bailey bridge 160 ft. D.D.R. by mechanical transport i/c loading, reloading and stacking from PWD Godown to worksite, Jiribam
2
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Supply of Bailey Bridge Parts and repair of existing bridge : 100 ft. , 24R, DSR at Guakhal Pt-1
-
-
-
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Fixing/ replacing of bailey bridge parts within a lead of 50 m excluding steel decking and mechanical transport
9.06
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Assembly and fixing of stiffened steel decking within a lead of 50 m but excluding mechanical transportation charges
10
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Carriage of all necessary component of bailey bridge 100 ft. D.S.R. by mechanical transport i/c loading, reloading and stacking from PWD Godown to worksite, Jiribam
2
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Supply of Bailey Bridge Parts and repair of existing bridge : 200 ft. , 24R, DSR at Guakhal Pt-2
-
-
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Fixing/ replacing of bailey bridge parts within a lead of 50 m excluding steel decking and mechanical transport
258.55
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Assembly and fixing of stiffened steel decking within a lead of 50 m but excluding mechanical transportation charges
20
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Carriage of all necessary component of bailey bridge 200 ft. D.D.R. by mechanical transport i/c loading, reloading and stacking from PWD Godown to worksite, Jiribam
11
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-
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Supply of Bailey Bridge Parts and repair of existing bridge : 200 ft. , 24R, DSR at Choudhurikhal
-
-
-
... More
Fixing/ replacing of bailey bridge parts within a lead of 50 m excluding steel decking and mechanical transport
14.73
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Assembly and fixing of stiffened steel decking within a lead of 50 m but excluding mechanical transportation charges
4
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Carriage of all necessary component of bailey bridge 200 ft. D.D.R. by mechanical transport i/c loading, reloading and stacking from PWD Godown to worksite, Jiribam
1
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