Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Mar 2025
Closing Date1 Apr 2025
Tender Amount₹ 2,95,50,640
Costs
EMD
₹ 2,95,506Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
C/o Road From Chindang Ground To Chinlang Village In Bichom District (ch. 6 Km To 8 Kms).
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_PWDAP_2427_1Bid Award Id
ViewTender No
BDL/TA-36/NSD-20/2024-25/263 DATED 22/03/2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
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Documents
BOQ Items
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Excavation in 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)
64401.02
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Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders.
32200.51
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Excavation in Hilly Area in Ordinary Rock by Mechanical Means not requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
4935.39
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Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)
2467.69
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SH: Granular Sub-Base - I:
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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.
9010.98
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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.
9010.98
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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
890.11
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SH: Water Bound Macadam - II:
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ 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.
By Manual Means
Grading- II Using Screening Type- B (11.2 mm Agg.)
820
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SH: RCC Slab Culvert (1.50 mtr Span) - 1 No
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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 (without de-watering) I) Ordinary Soil
A) Manual Means
(i) upto 3m depth
48.09
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II) Ordinary Rock (not requiring blasting)
A) Manual Means
(i) upto 3m depth
72.13
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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.)
18.34
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Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.
a) Random Rubble Masonry
55.7
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
PCC Grade M20 upto 5m
4.32
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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 Height upto 5m
3
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.4
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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
21
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification a) Granular material
26
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SH: CC Drain (V-shaped)
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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 (without de-watering) I) Ordinary Soil
A) Manual Means
(i) upto 3m depth
522.25
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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.)
339.95
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Centring and shuttering including strutting, propping etc and removal of form work for :
a) Walls (any thickness) including attached buttresses, pilasters etc.Plinth and string course etc.
1033.76
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15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall..
2266.32
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Neat cement punning.
2266.32
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SH: RRM B/ Wall (3.00m Ht)
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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 (without de-watering) I) Ordinary Soil
A) Manual Means
(i) upto 3m depth
77.22
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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.)
11.88
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Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.
a) Random Rubble Masonry
128.21
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification a) Granular material
56.43
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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
30
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SH: RRM R/ Wall (3.00m Ht)
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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 (without de-watering) I) Ordinary Soil
A) Manual Means
(i) upto 3m depth
51.87
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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.)
7.89
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Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.
a) Random Rubble Masonry
72.45
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification a) Granular material
35.91
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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
16
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