Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date3 Jun 2020
Closing Date16 Jun 2020
Tender Amount₹ 9,89,93,557
Costs
EMD
₹ 9,89,936Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_PWDAP_310_1Bid Award Id
ViewTender No
NIT No. TD/W-12/CRF/2018-19/04Tender Authority
Public Works Department ViewPurchaser Address
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GEM & Bid Advisory Services
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Documents
BOQ Items
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Add for Cartage
1
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100
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WBM -III (thickness 75mm)
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-
-
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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, hand packing, 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.) A By Manual Means (iii) Grading- III (Using Screening Crushable type such as Moorum or Gravel) (b) Using Screening Type-B (11.2mm Agg.)
4129.13
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100
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Add for Cartage
1
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100
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Black topping (thickness 20mm)
-
-
-
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Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
45375
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100
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
45375
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100
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Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve 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.) (ii) Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion
45375
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100
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Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) (i) Case - I : Type A
45375
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100
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Add for Cartage
1
-
100
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Sub-Total (C)
-
-
-
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SH:II CROSS DRAINAGE WORKS
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-
-
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RCC Slab Culvert span-1.50m (10 Numbers)
-
-
-
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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.) I Ordinary soil A Manual Means (i) Upto 3 m depth
706
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100
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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.)
210.4
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100
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonry
576
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100
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m
7.2
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100
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m
45.72
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100
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.77
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100
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Providing weep holes in Brick mosnry/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
240
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100
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
245
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100
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Add for Cartage
1
-
100
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Sub-Total (D)
-
-
-
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RCC Slab Culvert Span - 2.00m (6 Numbers)
-
-
-
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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.) I Ordinary soil A Manual Means (i) upto 3 m depth
594
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100
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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.)
152.64
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100
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonry
511.74
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100
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m
4.32
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100
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m
31.08
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100
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.3
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100
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Providing weep holes in Brick mosnry/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
144
-
100
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
243
-
100
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Add for Cartage
1
-
100
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Sub-Total (E)
-
-
-
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RCC Slab Culvert Span - 4.00m (2 Numbers)
-
-
-
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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.) I Ordinary soil A Manual Means (i) upto 3 m depth
310.8
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100
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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.)
59.68
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100
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonry
459.73
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100
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m
1.44
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100
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m
26.72
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100
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.55
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100
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Providing weep holes in Brick mosnry/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
56
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100
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
124.8
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100
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Add for Cartage
1
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100
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SH:III PROTECTION WORKS
-
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-
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RCC Retaining Wall (3.00m High) (Length-55.00m)
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-
-
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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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary rock (not requiring blasting) Manual Means (Depth upto 3 m)
288.75
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100
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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.)
25.16
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100
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M 20 (Height upto 5m )
140.25
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100
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
4.76
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100
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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
55
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100
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular Materials
82.5
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100
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Add for Cartage
1
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100
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Breast Wall (2.5.00 m height) (Length-89.00m)
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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.) I. Ordinary soil, (A) Manual Means, (i) upto 3 m depth
246.98
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100
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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.)
32.93
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100
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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification b) Random Rubble Masonry
256.99
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100
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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
178
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100
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular material
66.75
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100
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Add for Cartage
1
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100
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SH: IV Road Side CC Drain (Length-7.50Km)
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Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
1023.75
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100
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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.)
3122.25
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100
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Neat cement punning.
13575
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100
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Add for Cartage
1
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100
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