Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Feb 2025
Closing Date5 Mar 2025
Tender Amount₹ 9,55,34,420
Costs
EMD
₹ 9,60,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDAP_2127_1Tender No
BDL/TA-05/2024-25/237 Dated 19/02/2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
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Documents
BOQ Items
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Excavation in Hard Rock (Requiring Prohibited) . (Excavation for roadway in hard rock (requiring prohibited) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirement of lines, grades and cross section, loading and disposal of cut road with in all lifts and leads upto 1000 metres)
22627.92
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SH: RCC Slab Culvert 1.50 mtr span 1.50 mtr ht of 14 nos & 6.00 mtr span 4 mtr ht of 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.)(I) Ordinary soil (A) Manual Means (i)upto 3 m depth
1558.8
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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.)
1075.92
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoursed rubble masonry (first sort )
947.76
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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
86.04
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
12.39
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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
584
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (a) Granular material
956.6
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SH: Retaining Wall - 4.00 Mtr of Length 231.301 & Breast wall -3.00 Mtr of length 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.),(I) Ordinary soil,(A) Manual Means,(i)upto 3 m depth
2534.72
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Dry Rubble Flooring Construction of dry rubble flooring at crossd rainage works for relatively less important works.
83.27
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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.)
252.03
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification B) Random Rubble Masonry
943.27
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications A. PCC Grade M15
43.95
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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
610
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600mm withsmaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
508.86
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A.Granular Materials
1387.8
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SH: Preparation of Sub Grade of Lenght 4.473 Km
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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.)
19021.43
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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.
19021.43
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(SH:- W.B.M. - I)
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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.),Grading- I (Using Screening Crushable type such as Moorum or Gravel), Using Screening Type-B (13.2mm Agg.)
2853.24
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(SH:- W.B.M. - II)
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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.),Grading- II (Using Screening Crushable type such as Moorum or Gravel), Using Screening Type-B (11.2mm Agg.)
1320.92
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(SH:- W.B.M. - III) Lenght 4.473 Km
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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.),Grading- III (Using Screening Crushable type such as Moorum or Gravel), Using Screening Type-B (11.2mm Agg.)
1320.92
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(SH:- Black Topping)
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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.)
17612.44
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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.
17612.44
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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, Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .
17612.44
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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), Case - I : Type A
17612.44
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SH: KUTCHA DRAIN of length 4473.00 mtr
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Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specifications
4473
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