Public Works Department Tender
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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date27 Jan 2025
Closing Date24 Feb 2025
Tender Amount₹ 15,77,86,035
Costs
EMD
₹ 10,00,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Galigram- Kutruki-chandipur Road From 0.00 Kmp To 11.00 Kmp, Strengthening Work And From 11.00 Kmp To 12.30 Km, Widening And Strengthening Work Under
Description
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Contact
Tender Id
2025_WBPWD_806871_3Tender No
WBPW(R)D/NIT- 04 of SE/WHC-I/2024-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials.
For average depth above 75 mm but not exceeding 150 mm by manual means:
Stone-metal surface.
8858.19
25
225883.85
... More
Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials.
For average depth above 75 mm but not exceeding 150 mm by manual means:
Brick / Jhama metal surface.
8858.19
19
168305.61
... More
Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
2958.1
55
164174.55
... More
Supplying, spreading and compacting Fine Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. The compaction factor for dry, clean sand may be taken as 0.835.
(The payment is to be made on the basis of the finished compacted volume.)
3297.38
713
2351691.42
... More
Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor graderon prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Grading – II
Tentative materials required per m³ of compacted volume:
37.5 mm aggregates @ 0.1920 m³/m³, 22.4 mm aggregates @ 0.1280 m³/m³, 11.2 mm aggregates @ 0.1280 m³/m³, 5.6 mm aggregates @ 0.1536 m³/m³ & sand @ 0.6784 m³/m³.
(Actual quantity of materials required to be ascertained by Job Mix) (Payment to be made on the finished volume of work)
3067.64
1633
5011940.91
... More
Grading – III
Tentative materials required per m³ of compacted volume:
26.5 mm. aggregates @ 0.4480 m³/m³, 5.6 mm aggregates @ 0.5760 m³/m³ & sand @ 0.2560 m³/m³.
(Actual quantity of materials required to be ascertained by Job Mix) (Payment to be made on the finished volume of work)
5874.75
1991
11701855.78
... More
Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Tentative materials required per m³ of compacted volume:
26.5 mm. aggregates @ 0.3960 m³/m³, 13.2 mm. aggregates @ 0.2640 m³/m³, 5.6 mm aggregates @ 0.3564 m³/m³ & Stone dust @ 0.3036 m³/m³.
(Actual quantity of materials required to be ascertained by Job Mix) (Payment to be made on the finished volume of work)
17034.78
2254
38407637.07
... More
Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed.
By mechanical means (Without milling machine):
From 25 mm to 50 mm thick.
56969.3
3
216483.34
... More
Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
For WBM / WMM Surface:
Using Cationic Bitumen Emulsion (S.S.-I grade bulk) @ 0.85 Kg./m²
55236.06
28
1576437.15
... More
Supplying & providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
On Granular surfaces treated with primer
Using Cationic Bitumen Emulsion (R.S.-I grade bulk) @ 0.275 Kg./m²
55236.06
8
486629.69
... More
Supplying & providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
On Bituminous Surface.
Using Cationic Bitumen Emulsion (R.S.-I grade bulk) @ 0.250 Kg./m²
56402.94
8
458555.9
... More
Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregate of specified grading, filler (Cement/Hydrated lime/Rock dust) premixed with bituminous binder of approved grade @ 4.0% (min) for Grading-1 and 4.5% (min) for Grading-2 by weight of total mix as per table 500-10 and mix design done as per table 500-11 and Job Mix Formula as per clause 505.3.3 of MORT&H (5th Revision), including screening, cleaning of chips, transporting the hot mix to work site, laying the mixed materials at specified laying temperature, as specified in Table 500-2 with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepaired surface coated with tack coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tyre roller of 12 to 15 tonne weight with a tyre pressure of at least 0.56mpa, to achieve the desired density as per clause 505.3.5, all including cost and carriage of bitumen, crushed aggregates, filler materials and hire charges of machinery and equipment for construction and quality control complete as per Clause 505 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Excluding cost of applying tack coat using cationic bitumen emulsion
For Grading 2 (50 mm compactd thickness)
(26.5 mm nominal size, Using Bulk VG-40 grade Bitumen & Hydrated Lime)
Using Batch Type HMP of minimum capacity 100-120 TPH.
Tentative materials required per m³ of compacted volume:
26.5 mm size chips @ 0.2197 m³/m³, 22.4mm size chips @ 0.2197 m³/m³, 11.2mm size chips @ 0.3662 m³/m³, 5.6mm size chips @ 0.2197 m³/m³, stone dust with grit @ 0.4394m³/m³, Cement /Hydrated Lime /Rock dust @ 44.00 Kg/m³& Bulk bitumen (VG-40 bulk) @ 111.00 Kg./m³ (Actual quantity of materials required to be ascertained by Job Mix) (Payment to be made on the finished volume of work)
2776.95
7366
20456985.33
... More
Providing and laying bituminous concrete with Hot Mix Plant using crushed aggregates, filler materials (Cement/Hydrated lime/Rock dust) and premixed with bituminous binder of specified grading @ 5.2% (min) for Grading-1 and @ 5.4% (min) for Grading-2 as per table 500-17 and mix design done as per table 500-10 and Job Mix Formula as per clause 505.3.3, including screening, cleaning of chips and preparing a uniform and quality mix, transporting the hot mix to work site, laying the mixed materials at specified laying temperature, as specified in Table 500-2 with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepaired surface coated with tack coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tyre roller of 12 to 15 tonne weight with a tyre pressure of at least 0.56mpa, to achieve the desired density as per clause 505.3.5, including cost and carriage of bitumen, crushed aggregates, filler materials and hire charges of machinery and equipment for construction and quality control complete as per Clause 507 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Excluding cost of applying tack coat using cationic bitumen emulsion
For Grading 2 (30 mm compactd thickness)
(13.2 mm nominal size Using Bulk VG-40 grade Bitumen & Hydrated Lime)
Using Batch Type HMP of minimum capacity 100-120 TPH.
Tentative materials required per m³ of compacted volume:
13.2 mm size chips @ 0.2959 m³/m³, 11.2mm size chips @ 0.2959 m³/m³, 5.6 mm size chips @ 0.2959 m³/m³, stone dust with grit @ 0.5919 m³/m³, Cement /Hydrated Lime /Rock dustt @ 45.00 Kg/m³ & Bulk bitumen (VG-40) @ 137.00 Kg./m³ (Actual quantity of materials required to be ascertained by Job Mix) (Payment to be made on the finished volume of work)
1683
8119
13665404.61
... More
Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :
Using 0.26 m³ moorum & 1.09 m³ of Jhama metal per m3 of compacted volume including Stacking of materials.
(Payment to be made on the finished volume of work)
1393.76
1903
2652562.22
... More
Supplying and laying in the specified pattern if interlocking concrete Block pavement (ICBP) with concrete blocks (with concrete grade as specified as per Tablel as IS 15658:2006) manufactured in steel mould clamed to a vibrating table by hydraulic pressure (as per cl. no. 6.30 of IRC:SP:63 (2018), from BIS licensee manufactured, with spacer nib (small protruding profiles on the vertical face of apaver block used as a device for keeping minimum joint gap in between the paving blockes , as per cl. no. 3.26 of IS: 15658) and of specied size and shape with aspect ration(the ratio of length to thickness of a paver block, as per cl. no. 3.3 of IS:15658) as per Table 2 of IS:15658 with flexural strength/breaking load as per Annexure G of IS:15658, on the prepared base course of specified CBR as table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a caushin of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the edge with cut blocks as per cl. no. 8.7 of IRC SP-63 (2018) with compaction, levelling and filling up of the edge gap. 120mm thick. Grey.
12650
1507
19063550
... More
Fine Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
(Compaction factor of dry clean sand is 0.835)
103.5
691
71539.2
... More
Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Using picked up Salvage Materials.
2732.85
210
573898.5
... More
Plain Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. PCC M-20 Grade.
Using Mobile concrete Batching Plant.
(From durability consideration, the value of minimum cement content and maximum water cement ratio to be considered in the mix design shall be as per the direction of the Engineer-in- Charge)
483
5729
2767189.11
... More
PART-B: ROAD FURNITURE
-
-
-
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Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 5th kilometre stone (precast)
2
2625
5250.1
... More
Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary kilometer stone (precast)
12
1545
18541.44
... More
Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips.
750
698
523500
... More
Direction and Place Identification Signs with size more than 0.9 sqm size Board.
Supplying & providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade 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 concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
28.8
9307
268051.68
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
-
-
-
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90 cm equilateral triangle
20
4062
81253.6
... More
60 cm circular
20
3566
71333.6
... More
80 cm x 60 cm rectangular
20
5024
100493.6
... More
Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint.
Two Coats.
1000
99
99000
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
2515
584
1468760
... More
Supplying & fixing of Raised Pavement Markers /Road Studs / Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to clause no 804 of MoRT&H's specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearance etc. and complete as directed by the Engineer in Charge .
The contractor will have to provide a test certificate from a reputable national / international laboratory conforming the above specifications.
2400
255
612000
... More
PART-C: CROSS-DRAINAGE WORKS
-
-
-
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Dismantling of existing structures like culverts, bridges,retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD. Brick work with Cement mortar.
14
280
3920
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.
By Manual Means
Cement Concrete
9.18
399
3662.82
... More
Excavation for Structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
In Marshy soil for depth upto 3 m depth.
By Mechanical Means using excavator of suitable capacity and tipper trucks.
(i) With pumping out water including shoring as required.
269.91
130
35088.3
... More
Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m.
53.98
92
4966.16
... More
Fine Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
(Compaction factor of dry clean sand is 0.835)
281.16
691
194337.79
... More
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
PCC Grade M20.
Using Mobile concrete Batching Plant.
(From durability consideration, the value of minimum cement content and maximum water cement ratio to be considered in the mix design shall be as per the direction of the Engineer-in- Charge)
71.58
5729
410093.99
... More
Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. RCC M-25 Grade. Using Mobile concrete Batching Plant.
(From durability consideration, the value of minimum cement content and maximum water cement ratio to be considered in the mix design shall be as per the direction of the Engineer-in- Charge)
384.06
5940
2281512
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.
Tor Steel rods / HYSD bars / TMT (JSW JSPL / Shyam / SRMB//SSL/ BMASL / Electrosteel).
(Fe 415 /Fe 500 /Fe 500D, conforms to IS: 1786 latest revision)
28.8
49534
1426594.46
... More
Reinforced Cement Concrete Crash Barrier (For new Bridge construction)
Supplying & provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with reinforced cement concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer-in-Charge, all as specified.
For RCC M-40.
33.6
3615
121484.5
... More
Supplying & Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works.
14.25
9356
133323
... 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 face. Complete as per drawing and Technical specifications.
128
115
14720
... More
PART-D: PROTECTIVE WORKS
-
-
-
... More
Dismantling of existing structures like culverts, bridges,retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD. Brick work with Cement mortar.
3.2
280
896
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.
By Manual Means
Cement Concrete
1.92
399
766.08
... More
Excavation for Structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
In Marshy soil for depth upto 3 m depth.
By Mechanical Means using excavator of suitable capacity and tipper trucks.
(i) With pumping out water including shoring as required.
672
130
87360
... More
Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m.
134.4
92
12364.8
... More
Fine Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
(Compaction factor of dry clean sand is 0.835)
156
691
107827.2
... More
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
PCC Grade M20.
Using Mobile concrete Batching Plant.
(From durability consideration, the value of minimum cement content and maximum water cement ratio to be considered in the mix design shall be as per the direction of the Engineer-in- Charge)
52
5729
297916.84
... More
Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. RCC M-25 Grade. Using Mobile concrete Batching Plant.
(From durability consideration, the value of minimum cement content and maximum water cement ratio to be considered in the mix design shall be as per the direction of the Engineer-in- Charge)
314
5940
1865320.14
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.
Tor Steel rods / HYSD bars / TMT
(JSW JSPL / Shyam / SRMB//SSL/ BMASL / Electrosteel)
(Fe 415 /Fe 500 /Fe 500D, conforms to IS: 1786 latest revision)
23.55
49534
1166538.18
... More
Supplying, Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
I. Stone/Boulder
Using 1.00 cu.m. of stone Boulder with minimum size of 200 mm & 0.20 cu.m of stone spalls (37.5 mm)
216
2197
474681.6
... More
Supplying, Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
Using 0.72 m³ of brick aggregates and 0.48 m³ of coarse sand (loose volume) per m³
96
1891
181547.52
... 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 face. Complete as per drawing and Technical specifications.
800
115
92000
... More
GST @ 18% on Item no 1 to 8.12
132393048.29
18
23830748.69
... More
Labour Welfare Cess @ 1% on Item no 1 to 9.00
156223796.98
1
1562237.97
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