Public Works Department Tender
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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date1 Mar 2025
Closing Soon10 Mar 2025
Tender Amount₹ 9,90,24,000
Costs
EMD
₹ 9,90,240Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDAP_2162_1Tender No
ND/e-NIT/2024-25/02Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavationin hilly areain ordinaryrock notrequiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres
65213
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Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.)
8151.63
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SH:- Pavement
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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.)
12600
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GSB
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Granular Sub-Base with Coarse Graded Materials (Table-2) (Construction of granular sub-base by providing coarse graded materials spreading in iniform layers with motor graded on prepared surface, mixing by in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
(i) For Grading- I Materials
1281
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Interlocking Concrete Block
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Filling in plinth with sand under floor including watering, ramming, consolidating and dressing complete.
891.91
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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge
(ii) 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern
11550
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Plain /Reinforcement cement concrete in Open Foundation as per drawing and Technical specification. D) PCC M25
1001.5
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SH:- Cross Drainage
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Box Culver 1x1 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.)Mechanical Means/upto 3 m depth (without de-watering)
136.68
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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.)
31.2
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Plain/Reinforced cement concrete in open foundation complete as per
drawing and technical specifications
(C) RCC Grade M20
Case I Using concrete mixer
6.88
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications/RCC Grade M20 /Height upto 5m/Using concrete Mixer
46.3
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification/For solid slab super structure, 20-30% of (a+b+c) /Height upto 5m
17.2
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Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
5.98
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Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specification/a) Granular material
80
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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
104
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Box Culver 2x2M
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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.)Mechanical Means/upto 3 m depth (without de-watering)
101.68
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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.)
21.14
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Plain/Reinforced cement concrete in open foundation complete as per
drawing and technical specifications
(C) RCC Grade M20
Case I Using concrete mixer
8.06
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications/RCC Grade M20 /Height upto 5m/Using concrete Mixer
42.36
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification/For solid slab super structure, 20-30% of (a+b+c) /Height upto 5m
11.37
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Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
3.66
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Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specification/a) Granular material
96
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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
56
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SH:- Side Drain
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RCC 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 and bottom and backfilling with approved material.)
I. Ordinary soil
A. Manual Means
(i) upto 3 m depth
171
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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.)
17
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RCC 1:1.5:3 Reinforced concrete work in foundations, footings and bases of column etc excluding the cost of centering and shuttering in
66
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Reinforcement of RCC Work including bending,binding and placing in position (a) TMT Bars
2847
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centering and shuttering including strutting proping etc.and removal of form work for:(b) wall including attached buttresses,pilasters etc.
360
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Pastering with cement motor 1:3 (1: cement : 3 find sand)
330
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SH:- Protection Wall
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R/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.)
I. Ordinary soil
A. Manual Means
(i) upto 3 m depth
634.38
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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.)
54.38
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
(b) Random Rubble Masonry
307.93
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Dry rubble Flooring
310.61
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A Granular material
126.88
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B/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.)
I. Ordinary soil
A. Manual Means
(i) upto 3 m depth
940.63
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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.)
80.63
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
(b) Random Rubble Masonry
456.58
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Dry rubble Flooring
460.56
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A Granular material
188.13
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