Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Dec 2023
Closing Date3 Jan 2024
Tender Amount₹ 16,83,00,000
Costs
EMD
₹ 16,83,000Document Cost
₹ 1,500Tender Fee
Refer Documents
Summary
C/o Road From Pmgsy Road To Tsaikhar To Tongse Village Via Gyada In Tawang District
Description
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Contact
Tender Id
2023_PWDAP_1504_1Bid Award Id
ViewTender No
No.TWD/SBD/2023-24/02Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
SH : Sub Grade Preparation & PAVEMENT (Non - Bituminous Courses)
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.
34870.5
-
-
SH : PAVEMENT (Non - Bituminous Courses) Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (ii) for grading- I Material
5097.45
-
-
SH : PAVEMENT (Non - Bituminous Courses) 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.) II) Grading-II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Type-A (13.2mm Agg.)
4225.69
-
-
SH : PAVEMENT (Non - Bituminous Courses) 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.) Grading-III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Type-B (11.2mm Agg.)
4225.69
-
-
SH :PAVEMENT (BITUMINOUS SURFACE COURSES) 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.)
32154.38
-
-
SH :PAVEMENT (BITUMINOUS SURFACE COURSES) Tack Coat(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.)
32154.38
-
-
SH :PAVEMENT (BITUMINOUS SURFACE COURSES)
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)
32154.38
-
-
SH :PAVEMENT (BITUMINOUS SURFACE COURSES)
Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the 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, and finishing to required level and grade.)
32154.38
-
-
SH : RCC Slab Culvert-1.5 m span (11Nos)
'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.)
'Ordinary soil
Manual means
upto 3m depth
993.83
-
-
SH : RCC Slab Culvert-1.5 m span (11Nos)
'Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
PCC Grade M15
406.23
-
-
SH : RCC Slab Culvert-1.5 m span (11Nos)
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
Case-I, Using Concrete Mixer RCC Grade M20
67.65
-
-
SH : RCC Slab Culvert-1.5 m span (11Nos)
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Random Rubble Masonry
270.37
-
-
SH : RCC Slab Culvert-1.5 m span (11Nos)
Providing and laying filter media behind box structure, wing wall, retaining wall and return wall complete as per drawings and Technical Specifications Section 305 and 2500.
112.2
-
-
SH : RCC Slab Culvert-1.5 m span (11Nos)
Providing & fixing weep holes in head wall, return wall, wing wall and retaining wall complete as per drawings and Technical Specifications Clause 2706.
176
-
-
SH : RCC Slab Culvert-1.5 m span (11Nos)
'Providing & fixing in position HYSD (TMT) reinforcement bars in foundations, substructures, box strucutre complete as per drawings and Technical Specifications Section 1600.
7.14
-
-
SH : RCC Slab Culvert-2.00 m span ( 5 Nos)
'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.)
Ordinary soil by manual means upto 3m depth
535.2
-
-
SH : RCC Slab Culvert-2.00 m span ( 5 Nos)
'Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
PCC Grade M15
177.69
-
-
SH : RCC Slab Culvert-2.00 m span ( 5 Nos)
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
Case-I, Using Concrete Mixer RCC Grade M20
42
-
-
SH : RCC Slab Culvert-2.00 m span ( 5 Nos)
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Random Rubble Masonry
190.74
-
-
SH : RCC Slab Culvert-2.00 m span ( 5 Nos)
Providing and laying filter media behind box structure, wing wall, retaining wall and return wall complete as per drawings and Technical Specifications Section 305 and 2500.
101.25
-
-
SH : RCC Slab Culvert-2.00 m span ( 5 Nos)
Providing & fixing weep holes in head wall, return wall, wing wall and retaining wall complete as per drawings and Technical Specifications Clause 2706.
80
-
-
SH : RCC Slab Culvert-2.00 m span ( 5 Nos)
'Providing & fixing in position HYSD (TMT) reinforcement bars in foundations, substructures, box strucutre complete as per drawings and Technical Specifications Section 1600.
4
-
-
SH : RCC Slab Culvert-3.00 m span (3 Nos)
'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.)
Ordinary soil by manual means upto 3m depth
587.34
-
-
SH : RCC Slab Culvert-3.00 m span (3 Nos)
'Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
PCC Grade M15
146.75
-
-
SH : RCC Slab Culvert-3.00 m span (3 Nos)
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
Case-I, Using Concrete Mixer RCC Grade M20
34.2
-
-
SH : RCC Slab Culvert-3.00 m span (3 Nos)
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Random Rubble Masonry
206.88
-
-
SH : RCC Slab Culvert-3.00 m span (3 Nos)
Providing and laying filter media behind box structure, wing wall, retaining wall and return wall complete as per drawings and Technical Specifications Section 305 and 2500.
108
-
-
SH : RCC Slab Culvert-3.00 m span (3 Nos)
Providing & fixing weep holes in head wall, return wall, wing wall and retaining wall complete as per drawings and Technical Specifications Clause 2706.
60
-
-
SH : RCC Slab Culvert-3.00 m span (3 Nos)
'Providing & fixing in position HYSD (TMT) reinforcement bars in foundations, substructures, box strucutre complete as per drawings and Technical Specifications Section 1600.
2.84
-
-
SH: - RRM R wall,L-220 m, Ht. 3 mtr 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.
In ordinary soil by manual means,depth upto 3 mtr.
462.22
-
-
SH: - RRM R wall,L-220 m, Ht. 3 mtr 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.
57.86
-
-
SH: - RRM R wall,L-220 m, Ht. 3 mtr Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Random Rubble masonry
856.24
-
-
SH: - RRM R wall,L-220 m, Ht. 3 mtr 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
264
-
-
SH: - RRM R wall,L-220 m, Ht. 3 mtr Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular material
181.5
-
-
SH: - RRM B wall,L-140 m, Ht. 3 mtr
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.
In ordinary soil by manual means,depth upto 3 mtr.
294.14
-
-
SH: - RRM B wall,L-140 m, Ht. 3 mtr
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.
36.82
-
-
SH: - RRM B wall,L-140 m, Ht. 3 mtr
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Random Rubble masonry
524.72
-
-
SH: - RRM B wall,L-140 m, Ht. 3 mtr
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
168
-
-
SH: - RRM B wall,L-140 m, Ht. 3 mtr
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular material
115.5
-
-
SH: RRM R wall,L-140 m, Ht. 4 mtr 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 exca In ordinary soil by manual means,depth upto 3 mtr.
279.52
-
-
SH: RRM R wall,L-140 m, Ht. 4 mtr 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.
31.06
-
-
SH: RRM R wall,L-140 m, Ht. 4 mtr Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Random Rubble Masonry
551.55
-
-
SH: RRM R wall,L-140 m, Ht. 4 mtr 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 sp
123
-
-
SH: RRM R wall,L-140 m, Ht. 4 mtr Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular material
107.63
-
-
SH : CC Drain
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.(without dewatering)
i) Ordinary Soil.(A) Manual means, up to 3m depth.
4245.8
-
-
SH : CC Drain
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
PCC Grade M20
1388.05
-
-
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