Public Works Department Tender
... More
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Mar 2025
Closing Date19 Mar 2025
Tender AmountRefer Documents
Costs
EMD
₹ 9,81,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Improvement Of Sagalee Adc Hq Township Roads (cmcsrdp-ii)
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_2207_1Tender No
SLD/SSD/CMCSRDP-II/2024-25/08Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Cement Concrete Pavement (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, 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).
1126.13
-
-
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( SH:- RCC. Retaining Wall 4.00 Mtr. Height).
-
-
-
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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
443.7
-
-
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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).
26.1
-
-
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
11.38
-
-
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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
262.17
-
-
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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 specification.
180
-
-
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
158.76
-
-
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular material
357.3
-
-
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SH:- RRM Retaining Wall 3.00 Mtr. Height ).
-
-
-
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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
51.9
-
-
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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.)
9.9
-
-
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. (B) PCC Grade M20 (p) (Height upto 5m)
2.76
-
-
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications (A) Random Rubble Masonary
93
-
-
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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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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular material
22.5
-
-
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SH :- RCC Slab Culvert 4M Span - 4 M Ht.
-
-
-
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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 (upto 3 m depth (without dewatering)
361.68
-
-
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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.)
43.84
-
-
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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 )
258.15
-
-
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
a) RCC Grade M20
Using Concrete Mixer
For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m
12.27
-
-
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.14
-
-
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular Material
46.08
-
-
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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 specification.
78
-
-
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SH :- CC Side Drain
-
-
-
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Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1).
1071.01
-
-
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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.)
441.01
-
-
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Centring and shuttering including strutting, propping etc. and removal of form work for (a) Foundation, footings, base of columns etc. and mass concrete.
4620
-
-
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Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical Specifications.
3780
-
-
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SH :- C/o Road From NH-13 To Circuit House Under Sagalee.
-
-
-
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SH :- GSB
-
-
-
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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.)
5145
-
-
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Plant Mix Method (Construction of granular sub-base by providing close graded material, mixing in 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). for grading- III Material
1080.45
-
-
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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 intersticed of coarse aggregate, watering and compacting to the required density.
Grading- III (Using Screening Crushable type such as Moorum or Gravel)
Using Screening Crushable type such as Moorum or Gravel
986.48
-
-
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SH :- Black Topping with Seal Coat and Shoulder
-
-
-
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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.)
8279.87
-
-
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Bituminous Macadam (Providing, and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction).
(i) for Grading I (40 mm nominal size)
331.19
-
-
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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).
8279.87
-
-
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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) Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade).
8279.87
-
-
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Crusher Run Macadam Base (Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/base).
(A) By Mix in Place Method
(ii) For 45 mmmaximum size
99.36
-
-
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SH :- CC Side Drain (195.00 Mtr)
-
-
-
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Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1).
994.5
-
-
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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.)
507
-
-
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Centring and shuttering including strutting, propping etc. and removal of form work for (a) Foundation, footings, base of columns etc. and mass concrete.
4290
-
-
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Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical Specifications.
3510
-
-
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SH :- RCC Reatining wall (87.00 Mtr)
-
-
-
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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
428.91
-
-
... 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).
25.23
-
-
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
11
-
-
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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
253.43
-
-
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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 specification.
174
-
-
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger si
153.47
-
-
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular material
345.39
-
-
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SH : - Hume Pipe Culvert 1000 mm dia (15.00 Mtr)
-
-
-
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Excavation for Structures (Earth work in excavation of foundation of structuresas per drawing and technical specification, including settingout, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) (A) (i) upto 3 m depth
27
-
-
... More
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
8.78
-
-
... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification (b) Random Rubble Masonry.
3.6
-
-
... More
Laying Reinforced Cement Concrete Pipe NP2/prestressed concrete pipe on first class bedding in single row. (Laying reinforced cement concrete pipe NP2/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head wallos and parapets.
(A) 1000 mm dia
15
-
-
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Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
7.2
-
-
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SH :- Hume Pipe Culvert 600 mm dia (15.00 Mtr)
-
-
-
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Excavation for Structures (Earth work in excavation of foundation of structuresas per drawing and technical specification, including settingout, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) (A) (i) upto 3 m depth
16.2
-
-
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
6.75
-
-
... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification (b) Random Rubble Masonry.
2.16
-
-
... More
Laying Reinforced Cement Concrete Pipe NP2/prestressed concrete pipe on first class bedding in single row. (Laying reinforced cement concrete pipe NP2/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head wallos and parapets.
(A) 1000 mm dia
15
-
-
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Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
7.2
-
-
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SH :- RCC Slab Culvert 2M Span - 2 M Ht.
-
-
-
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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 (upto 3 m depth (without dewatering)
142.68
-
-
... 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.)
25.92
-
-
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Coursed rubble masonry (first sort )
97.28
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
a) RCC Grade M20
Using Concrete Mixer
For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m
5.11
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.69
-
-
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular Material
22.62
-
-
... More
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 specification.
22
-
-
... More
SH :- RCC Slab Culvert 1M Span - 1 M Ht.
-
-
-
... 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 (upto 3 m depth (without dewatering)
139.04
-
-
... 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.)
30.4
-
-
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Coursed rubble masonry (first sort )
87.24
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
a) RCC Grade M20
Using Concrete Mixer
For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m
4.7
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.85
-
-
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular Material
19.44
-
-
... More
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 specification.
36
-
-
... More
SH :- Road From NH-13 To Langchung
-
-
-
... More
SH :- CC Pavement
-
-
-
... More
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.)
5859.95
-
-
... 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).
542.59
-
-
... More
Cement Concrete Pavement (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, 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).
1085.15
-
-
... More
SH :- CC Side Drain
-
-
-
... More
Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1).
696.66
-
-
... 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.)
286.86
-
-
... More
Centring and shuttering including strutting, propping etc. and removal of form work for (a) Foundation, footings, base of columns etc. and mass concrete.
3005.2
-
-
... More
Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical Specifications.
2458.8
-
-
... More
SH :- Hume Pipe Culvert 600 mm dia (10.00 Mtr)
-
-
-
... More
Excavation for Structures (Earth work in excavation of foundation of structuresas per drawing and technical specification, including settingout, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) (A) (i) upto 3 m depth
10.8
-
-
... More
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
4.5
-
-
... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification (b) Random Rubble Masonry.
2.16
-
-
... More
Laying Reinforced Cement Concrete Pipe NP2/prestressed concrete pipe on first class bedding in single row. (Laying reinforced cement concrete pipe NP2/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head wallos and parapets.
(A) 1000 mm dia
15
-
-
... More
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
4.8
-
-
... More
SH :- RCC Slab Culvert 2M Span - 2 M Ht.
-
-
-
... 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 (upto 3 m depth (without dewatering)
428.04
-
-
... 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.)
77.76
-
-
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Coursed rubble masonry (first sort )
291.84
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
a) RCC Grade M20
Using Concrete Mixer
For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m
15.33
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
2.08
-
-
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular Material
67.86
-
-
... More
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 specification.
66
-
-
... More
SH :- RCC Slab Culvert 1M Span - 1 M Ht.
-
-
-
... 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 (upto 3 m depth (without dewatering)
139.04
-
-
... 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.)
30.4
-
-
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Coursed rubble masonry (first sort )
87.24
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
a) RCC Grade M20
Using Concrete Mixer
For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m
4.7
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.85
-
-
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular Material
19.44
-
-
... More
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 specification.
36
-
-
... More
SH :- RCC Reatining wall (94.00 Mtr)
-
-
-
... 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
463.42
-
-
... 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).
27.26
-
-
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
11.88
-
-
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
C) RCC Grade M20
Case I: Using concrete mixer
273.82
-
-
... More
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 specification.
188
-
-
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger si
165.82
-
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular material
373.18
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