Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date12 Mar 2025
Closing Date25 Mar 2025
Tender AmountRefer Documents
Costs
EMD
₹ 10,20,512Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDAP_2263_1Tender No
RGD/Tender/2024-25/02Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
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SH II :- Subgrade preparation - 2.649 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.)
33377.4
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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 re-rolling the sub grade.
33377.4
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SH III :- Granular Sub-Base (GSB) - 2.649 Km
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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)
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for grading- I Material
6007.93
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SH IV :- WBM-II for 2.6489 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.)
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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.)
1585.43
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SH V :- WBM-III for 2.6489 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.)
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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.)
1585.43
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SH VI :- Black Topping for 2.6489 Km
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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/Sq.m using mechanical means.)
19470.15
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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 .
19470.15
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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 Screening
19470.15
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SH VII :- Slab Culvert 1.50m Span - 14 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.)
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Ordinary soil
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Mechanical Means
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upto 3 m depth
1950.65
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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.)
422.66
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
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Coursed rubble masonry (first sort )
905.28
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
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PCC Grade M20
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Height upto 5m
15.12
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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
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Using Concrete Mixer
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For solid slab super-structure, 20-30% of (a+b+c)
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Height upto 5m
51.52
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
10.38
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Centring and shuttering including strutting, propping etc and removal of form work for : b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
277.2
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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
448
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
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a) Granular material
289.8
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SH VIII :- Road Side CC Drain for 2.628Km
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Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)
1773.9
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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.)
709.56
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
5518.8
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Centring and shuttering including strutting, propping etc and removal of form work for : b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
5518.8
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Neat cement punning.
5518.8
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SH IX :- RCC Retaining Walls of Ht. 4.0m (78.25m)
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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 (Without De-watering)
162.76
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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.)
19.56
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
10.91
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
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B. PCC Grade M20
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(p) Height upto 5m
190.93
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Case I. Using concrete Mixer
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Centring and shuttering including strutting, propping etc and removal of form work for : b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
653.62
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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.
230.15
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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
135.84
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as
per Technical specifications
170.31
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Neat Punning
170.31
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SH X :- RRM Breast Walls of Ht. 2.50m (95.50m)
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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
137.28
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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.)
16.12
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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
194.15
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Dry rubble Flooring
5.54
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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
137.28
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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
286.5
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SH XI :- Road Signs
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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)
10.8
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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 retroreflectorised 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)
21.6
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SH XII :- Road Markers/Road Stud with Lense Reflector and Painting Lines
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Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)
310
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Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control ) Over 10 cm in width
1068
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SH XIII :- Cable duct across the road
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Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.
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i) Single row for one utility service
110
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