Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Mar 2025
Closing Date21 Mar 2025
Tender AmountRefer Documents
Costs
EMD
₹ 9,99,760Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDAP_2284_1Bid Award Id
ViewTender No
YZD/NIT/2024-25/09Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachalpwd.org
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Documents
BOQ Items
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SH:- BOX CULVERT -2X2Mtr.
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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
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Manual Means
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Depth upto 3 m
802.8
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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.
50.4
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
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RCC Grade M20
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Case I Using concrete mixer
507.9
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
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RCC Grade M20 , Using Concrete Mixer, Height upto 5m
65
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Providing and laying filter media behind abutment and return wall, complete as per drawings and Technical Specifications Section 1200.
325.9
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Providing and laying of boulder apron for bed protection in U/S and D/S protection work complete as per drawing and Technical specifications clause 1300.
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Boulder laid dry without wire crates.
14.2
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
40.9
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Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications
6.8
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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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SH:- RETAINING WALL
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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.)
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Ordinary soil
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Manual Means
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upto 3 m depth
108.24
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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.)
9.02
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
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Random Rubble Masonry
221.4
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
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Granular material
49.2
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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
164
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SH:- BREAST WALL
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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.)
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Ordinary soil
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Manual Means
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upto 3 m depth
144
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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.)
7.2
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
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Random Rubble Masonry
129.2
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
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Granular material
48
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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
160
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SH:-PREPARATION OF SUB-GRADE
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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.)
31374
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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.
31374
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SH:-GRANULAR SUB-BASE
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Plant Mix Method GSB
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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work 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 1) For grading -1 Materials
2117.75
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SH:-WBM-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.)
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Grading- II (Using Screening Crushable type such as Moorum or Gravel)
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Using Screening Type-B (11.2mm Agg.)
1540.71
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SH:-WBM-III
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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.)
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Grading- III (Using Screening Crushable type such as Moorum or Gravel)
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Using Screening Type-B (11.2mm Agg.)
1540.71
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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.)
20542.5
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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.
20542.5
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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.)
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Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .
20542.5
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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)
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Case - I : Type A
20542.5
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SH:-CC. DRAIN
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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 aand bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
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Ordinary soil
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Manual Means
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upto 3 m depth
3825
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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.
360
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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:
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a) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
1192.5
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Centring and shuttering including strutting, propping etc and removal of form work for
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(a) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
5850
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15mm cement plater 1:6 (1 cement : 6 fine sand)
8775
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SH:-ROAD SIGN BOARD AND KM STONE
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Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective 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)
12.15
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Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
3.6
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
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5th kilometre stone (precast)
1
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Ordinary Kilometer stone (Precast)
4
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Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings)
60
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