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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Feb 2025
Closing Date21 Apr 2025
Tender Amount₹ 26,07,59,855
Costs
EMD
₹ 52,15,197Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening And Strengthening Of Ayeshbagh - Harirampur Road From 0.00 Kmp To 17.20 Km
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_WBPWD_819713_1Tender No
WBPWD/PW(R)/SEPD/PIU-I/NIT-08 OF 2024-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://wbpwd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Construction of Embankment with Carried earth obtained from borrow pits ( land owned/arranged by the Agency with Royalty ) with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 3000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
This item includes the cost of compensation of land, cost of Royalty, loading, unloading, extra Carriage by Mechanical Transport up to 2 KM over initial lead of 1 KM etc.
Note: During initial payment, a sum of Rs 29.00/ m3 & Rs 5.30/m3 (both with out GST & LW Cess) of equivalent volume of borrowpit of earth is to be dudcted from the bill as Royalty & Cesses charges, which will be paid seperately on production of Royalty clearance cerificate from the competent authority.
20970.2
251
5280296
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Construction of embankment with approved material obtained from borrow pits land owned/arranged by the agency at his own cost with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
With borrow pit earth Land arranged by the Department.
31455.3
85
2692574
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Construction of Embankment with Material Deposited from Roadway Cutting. Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 for Rural Roads of MORD including carriage of material for a distance of 1 km.
35411.36
46
1657252
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Supplying, spreading and consolidating an uniform and homogeneous mixture of Stone Dust and Sand (mixed in proportion of 3 : 1 by volume and by any approved method as per direction of Engineer-inCharge) to the required thickness in layers at 97% Proctor Density (not less than 1.7 gm/cc) with power roller to proper gradient and camber, including watering as necessary, lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary complete as per Specification including all incidental charges of roller, cost of fuel & lubricants. (The payment is to be made on the basis of the finished compacted volume of mixture of stone dust and sand.)
2726.59
1361
3711952
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Granular Sub-base with Graded Material
(Table:- 400-1)
A. Plant Mix Method:
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 grader on 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).
For Grading - II
Using Nalhati variety Stone Aggregates and medium sand.
(Payment will be made on the basis of finished compacted volume)
328.95
1681
553054
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Granular Sub-base with Graded Material
(Table:- 400-1)
A. Plant Mix Method:
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 grader on 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).
For Grading - III
Using Nalhati variety Stone Aggregates and medium sand.
(Payment will be made on the basis of finished compacted volume)
493.43
1808
892200
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Granular Sub-base with Graded Material
(Table:- 400-1)
A. Plant Mix Method:
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 grader on 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).
For Grading - V
Using Nalhati variety Stone Aggregates and medium sand.
(Payment will be made on the basis of finished compacted volume)
3431.99
1879
6449876
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Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate (Nalhati variety) 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).
(Payment will be made on the basis of finished compacted volume)
21853.29
1912
41794854
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Primer Coat
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: [with Cationic Bitumen Emulsion (Bulk) SS-1 Type @ 0.85 kg/ sqm]
(Payment will be made on the basis of finished surface area)
106772.99
28
3093214
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Tack Coat:
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
[By using Cationic Bitumen Emulsion RS-1 Type (Bulk) @ 0.275 kg/m2]
(Payment will be made on the basis of finished surface area)
107457
8
961740
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Tack Coat:
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: [By using Cationic Bitumen Emulsion RS-1 Type (Bulk) @ 0.25 kg/m2]
(Payment will be made on the basis of finished surface area)
107457
8
887595
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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% minimum for grading 1 and 4.5% minimum 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 MORTH (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 hydro static paver finisher with sensor control to the required grade, level anf alignment over prepared surface coated with tack coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tyred roller of 12 to15 tonne weight with a tyre pressure of atleast 0.56 mpa, to achieve the desired density as per clause 505.3.5, all including cost and carraige of bitumen, crushed aggregate, 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).
Using Nalhati variety Stone Aggregates , hydrated lime and bituminous binder (VG-40 bulk @ 111.00kg./ m3)
For Grading 2 (26.5 mm nominal size, 50 mm compacted thick.)
Using Batch Type HMP of minimum capacity 100-120 TPH.
(Payment will be made on the basis of finished compacted volume)
5372.85
7032
37786072
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Providing and laying bituminous Concrete with Hot Mix Plant using crushed aggregate , filler (cement / hydrated lime /rock dust) and premixed with bituminous binder of specified grading @ 5.2% minimum for grading 1 and 5.4% minimum 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 hydro static paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tyred roller of 12-15 tonne weight with a tyre pressure of atleast 0.56 mpa, to achieve the desired density as per clause 505.3.5, including cost and carraige of bitumen, crushed aggregate, 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).
Using Nalhati variety Stone Aggregates, hydrated lime and bituminous binder (VG-40 bulk @ 137.0kg./ m3) For Grading 2 (13.2 mm nominal size, 30mm / 40 mm compacted thick)
Using Batch Type HMP of minimum capacity 100-120 TPH.
(Payment will be made on the basis of finished compacted volume)
3223.71
7811
25183494
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Water Bound Macadam Sub Base
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).
For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :
(Payment will be made on the basis of finished compacted volume)
3925.42
1942
7625050
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Construction of Sub Base using Local (Salvage) Materials:
Construction of Sub base using reclained(Salvage) picked up materials, spreding in uniform layers with Motor Grader on prepareed surface, including screening the matal as nnecessary, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rolar to achive thee desired density, lighting, guarding and barricading including cost and carriage of all materials and macking necessary earthen bundh of 1m wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For construction of sub base by compacting reclaimed (Salvage) picked up materials.
(Payment will be made on the basis of finished compacted volume)
1962.7
210
412167
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Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavement (ICBP) with concrete blocks (with concrete grade as specified as per Table I of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per cl. No. 6.30 of IRC : SP :63 (2018),from BIS license manufacturer, with spacer nib (small Protruding Profile on the vertical face of a paver block used as device for keeping minimum joint gap in between the paving blocks, as per cl. no. 3.26 of IS :15658 and of specified size and shape with aspect ratio (The ratio of lenght of 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 specefied CBR of as per table 1 of IRC SP : 63 (2018) or else as mentioned in design and drawing with a cushion 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 joint filling sand will be as per Cl. No. 6.5.2 of IRC SP-63) and completing the edges with cut blocks as per Cl. no. 8.7 of IRC SP : 63 (2018) with proper confinement of bedding and joint filling sand, compaction, levelling and fillng up of the edge gap.
100 mm thick. M-40 Grade.
15351
1409
21629559
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Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips (Nalhati variety) 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.
M-20 Grade
Using concrete mixer.
411.19
5495
2259777
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B: Traffic Safety & Road Furniture
-
-
-
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Road Marking with 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).
5104
584
2980736
... 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.
5th kilometre stone (precast)
5
2625
13125
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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.
Ordinary kilometer stone (precast)
14
1545
21632
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R.C. Guard post
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 mendinggood 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
830
689
572302
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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 10mm and shall not exceed 20mm, width shall not exceed 130 mm and with minimum reflective area of 13 sq.cm on each side and slope to the base shall be 35 ± 5 degre. 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.
2868
255
731340
... 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).
90 cm equilateral triangle
32
4062
130006
... 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).
60 cm circular
46
3566
164067
... 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).
60 cm x 60 cm Square
86
4136
355754
... More
Direction and Place Identification Signs upto 0.9 sqm Size Board.
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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 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).
37.8
9028
341284
... More
Direction and Place Identification Signs with size more than 0.9 sqm size Board.
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).
51.6
9307
480259
... More
Metal Beam Crash Barrier
Type - A, "W" : Metal Beam Crash Barrier
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per Clause 811.3 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
3400
2286
7772400
... More
C: CD WORKS (Extention of Culverts)
-
-
-
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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 all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. Depth upto 3.0 metre With pumping out water including shoring as required.
601.82
124
74626
... More
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips (Nalhati variety) 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.
M-20 Grade
Using concrete mixer.
900.14
5495
4946899
... More
Plain / Reinforced Cement Concrete in Substructure with coarse aggregates (Nalhati variety) of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.
RCC Grade M25
Using Concrete Mixer
Height upto 5m
56.34
6018
339056
... More
Supplying, fitting and placing HYSD bar reinforcement in Sub-structure 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 bars (SAIL / TATA/ RINL )
5.31
56382
299390
... 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.
156
115
17940
... More
D: BOULDER SAUCAGE PROTECTION WORK
-
-
-
... More
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 all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. Depth upto 3.0 metre With pumping out water including shoring as required.
1678.6
124
208146
... More
Providing and construction & Filling properly the empty sausage crates with boulders (Nalhati variety)of any size & shape with hand packing after preparation of bed of placement, placing the crate in position, carriage of boulders from road stacks with a lead upto 150m etc. complete in all respect including stitching the rest of the crate with wire (passage for filling boulders) after filling up the crate with boulders and launching the crate in position if necessary and as directed by the Engineer-in charge.
5695.25
1387
7904096
... More
Weaving wire mattress as directed with wire of 4mm dia. and making sausage crate of required shape after tying all intersections including joining longitudinal ends, closing ends of sausage, carriage of wire to site of work complete in all respect as per direction of the Engineer-in-charge including cost of supply of G.I. wire. (With 100mm x 100mm mesh.)
19184
201
3855984
... More
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips (Nalhati variety) 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.
M-20 Grade
Using concrete mixer.
179.85
5495
988402
... More
D: PROTECTION WORK BY U.C BULLAH
-
-
-
... More
Supplying Eucalyptus-bullah piles at work site,
including dressing and making one end pointed.
150 mm diameter [Diameter of pile to be measured at a distance of 1.5m from the thicker end.]
5652
217
1226484
... More
Supplying Eucalyptus-bullah piles at work site,
including dressing and making one end pointed.
100 mm diameter [Diameter of pile to be measured at a distance of 1.5m from the thicker end.]
1637.82
96
157231
... More
Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.
150 mm diameter (main post)
3768
105
395640
... More
Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.
100mm diameter (tie post and peg post)
335
83
27805
... More
Coal tarring on wooden surfaces including cost of
materials
DOUBLE COAT
3179.03
36
114445
... More
Labour for fitting and fixing 10 cm. to 13 cm.diameter Sal-bullah/Eucalyptus-bullah as ties and runners including necessary nails, bolts and nuts.
1135.33
20
23388
... More
Supplying of empty Cement bags in good condition and labour for filling empty Cement bags with dry earth (land own/ arrange by the Agency), stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete including cost of earth and empty Cement bags all complete in all respect as per direction of Engineer-in-Charge. Note: During initial payment, a sum of Rs 29.00/ m3 & Rs 5.30/m3 (both with out GST & LW Cess) of equivalent volume of borrowpit of earth filled in empty cement bags is to be dudcted from the bill as Royalty & Cesses charges, which will be paid seperately on production of Royalty clearance cerificate from the competent authority.
13393
12
169823
... More
F: DRAINAGE WORKS
-
-
-
... More
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD 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.
5910
104
614640
... 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 150m
3339.14
92
307201
... More
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.
Using Fine Sand.
398.93
905
361259
... More
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips (Nalhati variety) 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.
M-20 Grade
Using concrete mixer.
398.93
5495
2192400
... More
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips (Nalhati variety) 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 Grade M25
Using concrete mixer
1285.43
5707
7336000
... 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 Bars. (SAIL/ TATA / RINL).
90.82
56249
5108333
... More
Sub Total
-
-
-
... More
Add GST @ 18% on total amount over item No. 1 to 45
218794978
18
39383096
... More
Add Labour Welfare Cess @ 1% on Total amount over Item No. 1 to 46
258178074
1
2581781
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