Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Dec 2022
Closing Date17 Dec 2022
Tender AmountRefer Documents
Costs
EMD
₹ 12,62,290Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PWDAP_935_1Bid Award Id
ViewTender No
03/2022-23/KD/Lazu/Tupi-DadamTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
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Surface Drains in Soil (Constructionof unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavatedmaterialto be used in embankment within a lead of 50 metres (average lead 25 metres)
i) Mechanical Means
2100
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Surface Drains in Ordinary Rock (Construction of unlined surface drainof average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.
i) Mechanical Means
1400
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SH: RCC BOX CULVERT 2.00 X 2.00 M] - 15 Nos.
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) A) Manual Means
I) Ordinary soil a) upto 3 m depth
745.95
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
143.7
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
A) RCC Grade M20
I) Case I Using concrete mixer
114.45
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Supplying, fitting and placing un-coated HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
37.41
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
A) RCC Grade M20
I) Case I Using concrete Mixer a) Height upto 5m
63
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications.
600
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
A) Granular material
285
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. A) RCC Grade M20
I) Using Concrete Mixer a) Height upto 5m
275.1
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
A) Boulder laid dry without wire crates.
70.05
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15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
88.2
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SH: EXTENSION OF SLAB CULVERT OF 4m SPAN = 3 NOS & 6M SPAN = 2 NOS
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
A) Ordinary soil
Manual Means
upto 3 m depth
512.31
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
65.61
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
A) PCC Grade M15
a) Height upto 5m
13.15
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
A) Coursed rubble masonry (first sort )
364.33
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications.
88
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
A) Granular material
138.9
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification.
A) RCC Grade M20
I) Using Concrete Mixer
a) Height upto 5m
34.54
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
4
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15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
52.58
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SH: RRM RETAINING WALL 3M HT. = 200.00 M & RRM BREAST WALL 3.3M HT. = 150.00 M
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
A) Ordinary rock (not requiring blasting)
a) Manual Means
i) Depth upto 3 m
1050.61
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
122.4
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Stone masonry work in cement mortar 1:3 for sub-structure complete as per drawing and Technical Specification
a) Random Rubble Masonry
1629.68
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
A) Granular material
197.25
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
350
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15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
240
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SH: GSB, WBM II & DLCC & CC PAVEMENT
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Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
23074.07
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Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
23074.07
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Granular Sub-Base with Coarse Graded Material (Table:- 400- 1) (A) Plan Mix Method -(Construction of granular sub-base by providing coarse graded material, mix in a mechanical mix plant at OMC, carriage of mixed Materials to site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401)
3461.11
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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, handpacking,rolling with vibratory 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 coarse aggregate, watering and compacting to the required density.)
By Manual Means.
i) Grading- I (Using Screening Type-A (13.2mm Agg.)
1281.89
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing)
3418.38
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SH: CC DRAIN
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Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
1340.63
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Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:
a) Foundations and plinth.
281.25
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Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :
a) Walls including attached buttresses, pilasters and their caps and bases and string courses etc, upto floor two level
603.75
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Centring and shuttering including strutting proping etc. and removal of form work for:
a) Foundations and plinth.
2675
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12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
4700
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SH: METAL BEAM CRAH BARRIES [TYPE-A, "W"]
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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,150 x 75 x 5mm spaced 2m centre to centre,1.8m high,1.10m below ground/roadlevel, 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 section150x75 x 5 mm, 330 mm long complete as per clause 810)
500
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