Public Works Department Tender

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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Improvement Of District Headquarter Township Road At Boleng in Siang, Arunachal Pradesh, with an estimated contract value of Rs. 17,82,85,460. The bid opening date for this tender is 25-03-2025 and the last date for bid submission is 31-03-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Public Works Department - PWD Tender

Works
Road Construction
Eprocure
Opening Date25 Mar 2025
Closing Date31 Mar 2025
Tender Amount₹ 17,82,85,460 
Notes
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Costs

Description

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BOQ Items

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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.

301.75

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-

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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

2898

-

-

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Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip.

322.87

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-

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonary (first sort)

232.07

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-

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SH : C.C. DRAIN

-

-

-

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Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. a) Cement and Steel (i) Surfaced Road From Pasighat to Boleng work site lead-97.00 km

13483

-

-

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A. Granular material

36.45

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-

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SH:- Road from BRTF to Punying area via Food and Civil Supply Office SH : FORMATION CUTTING.

-

-

-

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b) Sand , Aggregate and other materials. (i) Surfaced Road (from Simang Bridge point t to Boleng work site lead-3.700 km

55977.6

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-

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Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads.

534.25

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-

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b) Sand , Aggregate and other materials. (i) Surfaced Road (from Simang Bridge point t to Boleng work site lead-3.700 km

1796.25

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-

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Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. a) Cement and Steel (i) Surfaced Road (from Pasighat to Boleng work site lead-97.00 km)

7284.59

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-

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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

230.6

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-

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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipem extending through the full width of the structure with slope of IV : 20 H towards drawing foce. Complete as per drawing and Technical specification.

128

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-

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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification A. RCC Grade M20 Case I. Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) (p) Height upto 5m

7.94

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-

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SH : C.C. PAVEMENT.

-

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-

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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.) Ordinary soil Manual Means (Depth upto 3 m)

6973.31

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-

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b) Sand , Aggregate and other materials. iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to work site: Lead 1.500 km)

837.11

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-

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Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)

506.79

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-

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Providing weep holes in Brick masonry /Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe extending through the full width of the structure with slope of IV : 20 H towards drawing foce. Complete as per drawing and Technical specification.

128

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-

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b) Sand , Aggregate and other materials. iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to work site: Lead 1.500 km)

1456.51

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SH : RETAINING WALL 3.00 MTR. HEIGHT.

-

-

-

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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

2556

-

-

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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.) Ordinary soil Manual Means upto 3 m depth

1105

-

-

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Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :

467.5

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-

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Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting (Disposal of cut material with all lift and lead upto 1000 m) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres.

12526.94

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-

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material

2307.5

-

-

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Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip.

557.04

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-

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Providing weep holes in Brick masonry /Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe extending through the full width of the structure with slope of IV : 20 H towards drawing foce. Complete as per drawing and Technical specification.

256

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-

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b) Sand , Aggregate and other materials. iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to work site: Lead 1.500 km)

20015.51

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-

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(Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. )

560.63

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-

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SH : RETAINING WALL 3.00 MTR. HEIGHT.

-

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-

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Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. a) Cement and Steel (i) Surfaced Road (from Pasighat to Boleng work site lead-97.00 km)

11460.48

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-

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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.)

87.44

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-

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Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip.

278.52

-

-

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Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. (i) Surfaced Road (lead-4.500 km)

11921.94

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-

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Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. a) Cement and Steel (i) Surfaced Road (from Pasighat to Boleng work site lead-97.00 km)

96022.88

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-

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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). (i) for grading- I Material.

933.3

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-

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Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads.

989.93

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-

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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification A. RCC Grade M20 Case-I. Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) (p) Height upto 5m

10.73

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-

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SH : SLAB CULVERT 1.50 MTR. SPAN

-

-

-

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SH : C.C. DRAIN

-

-

-

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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification A. RCC Grade M20 Case-I : Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) (p) Height upto 5m

15.88

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-

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SH:- Road from Govt Sec. School trijunction to BRTF Road SH : C.C. PAVEMENT.

-

-

-

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a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

1.85

-

-

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Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads.

998.32

-

-

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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.

342.13

-

-

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Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads.

139

-

-

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Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads.

118.15

-

-

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Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip.

8891.82

-

-

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material

2616.25

-

-

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(Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. )

2127.38

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-

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Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip.

4981.32

-

-

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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.) Ordinary soil Manual Means (Depth upto 3 m)

6150.38

-

-

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Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip.

1302.14

-

-

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Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)

168.19

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-

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Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip.

7842.47

-

-

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SH:- BRTF Road to Gandhi village via PWD Helipad SH : WIDENING.

-

-

-

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Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads.

262.8

-

-

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b) Sand , Aggregate and other materials. (i) Surfaced Road (from Simang Bridge point t to Boleng work site lead-5.000 km

11092.52

-

-

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Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. a) Cement and Steel (i) Surfaced Road From Pasighat to Boleng work site lead-97.00 km

96837.45

-

-

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A. Granular material

17.02

-

-

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Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads.

41.8

-

-

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iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to Simang Bridge point : Lead 1.500 km)

2020.5

-

-

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Excavation in Hilly Areas in Hard Rock Requiring Blasting (Disposal of cut material with all lift and lead upto 1000 m). 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.

2116

-

-

... More
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). (i) for grading- I Material.

224.25

-

-

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )

116.03

-

-

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b) Sand , Aggregate and other materials. (i) Surfaced Road (from Simang Bridge point t to Boleng work site lead-4.000 km

8735.59

-

-

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Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. a) Cement and Steel (i) Surfaced Road From Pasighat to Boleng work site lead-97.00 km

25491.87

-

-

... More
Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads.

367.04

-

-

... More
Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads.

37.55

-

-

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12 mm Cement plaster in 1: 4 ( 1 Cement : 4 Fine sand )

2500

-

-

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Stone masonry work in cement mortar 1:3 in Foundation complete as per drawing and Technical Specifications. Random Rubble Masonry

2942.06

-

-

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A. Granular material

8.51

-

-

... More
Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads.

75.1

-

-

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Stone masonry work in cement mortar 1:3 in Foundation complete as per drawing and Technical Specifications. Random Rubble Masonry

3335.72

-

-

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a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

3.7

-

-

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iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to Simang Bridge point : Lead 1.500 km)

728.25

-

-

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SH : RCC SLAB CULVERT 1.50 MTR. SPAN

-

-

-

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SH : C.C. PAVEMENT.

-

-

-

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Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting (Disposal of cut material with all lift and lead upto 1000 m) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres.

1226.23

-

-

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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.)

43.72

-

-

... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )

120.82

-

-

... More
Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip.

4640.27

-

-

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Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stones by Manual Means for hill roads.

663

-

-

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SH : RCC SLAB CULVERT 2.00 MTR. SPAN

-

-

-

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Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads.

605.73

-

-

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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

230.6

-

-

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications B. PCC Grade M15 (p) Height upto 5m

20.31

-

-

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b) Sand , Aggregate and other materials. iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to work site: Lead 1.500 km)

12711.1

-

-

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Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. a) Cement and Steel (i) Surfaced Road From Pasighat to Boleng work site lead-97.00 km

35602.56

-

-

... More
Preparation of sub grade by excavating earth to an average depth of 22.5 cm, dressing to camber and consolidating with road roller, making good the undulation etc. and disposal of surplus earth , lead upto 50 m

7045.2

-

-

... More
iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to Simang Bridge point : Lead 1.500 km)

3275.85

-

-

... More
Preparation of sub grade by excavating earth to an average depth of 22.5 cm, dressing to camber and consolidating with road roller, making good the undulation etc. and disposal of surplus earth , lead upto 50 m

9333

-

-

... More
Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. a) Cement and Steel (i) Surfaced Road From Pasighat to Boleng work site lead-97.00 km

3642.29

-

-

... More
b) Sand , Aggregate and other materials. (i) Surfaced Road (from Simang Bridge point t to Boleng work site lead-3.700 km

4983.9

-

-

... More
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)

590.85

-

-

... More
Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stones by Manual Means for hill roads.

780

-

-

... More
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

461.2

-

-

... More
b) Sand , Aggregate and other materials. (i) Surfaced Road (from Simang Bridge point t to Boleng work site lead-3.700 km

29312.11

-

-

... More
Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. a) Cement and Steel (i) Surfaced Road (from Pasighat to Boleng work site lead-97.00 km)

4054.49

-

-

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications B. PCC Grade M15 (p) Height upto 5m

20.31

-

-

... More
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.) Ordinary soil Manual Means upto 3 m depth

1300

-

-

... More
b) Sand , Aggregate and other materials. iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to work site: Lead 1.500 km)

1717.47

-

-

... More
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)

58.67

-

-

... More
Excavation in Hill Area in Soil by Mechanical Means (Dipositing of excavated earth with all lifts and lead upto 1000 m 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.

1025.37

-

-

... More
Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. a) Cement and Steel (i) Surfaced Road From Pasighat to Boleng work site lead-97.00 km

58755.81

-

-

... More
Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. a) Cement and Steel (i) Surfaced Road (from Pasighat to Boleng work site lead-97.00 km)

51822.09

-

-

... More
Preparation of sub grade by excavating earth to an average depth of 22.5 cm, dressing to camber and consolidating with road roller, making good the undulation etc. and disposal of surplus earth , lead upto 50 m

2242.5

-

-

... More
Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :

550

-

-

... More
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.)

43.72

-

-

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(Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. )

2178

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Excavation in Hill Area in Soil by Mechanical Means (Dipositing of excavated earth with all lifts and lead upto 1000 m 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.

6706.2

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(Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. )

847.44

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications B. PCC Grade M15 (p) Height upto 5m

40.62

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iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to Simang Bridge point : Lead 1.500 km)

11883.26

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a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

2.14

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Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip.

1259.94

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iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to Simang Bridge point : Lead 1.500 km)

3327.81

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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). (i) for grading- I Material.

704.52

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