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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Feb 2025
Closing Soon21 Apr 2025
Tender Amount₹ 28,20,90,752
Costs
EMD
₹ 56,41,815Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dhulagarh -jujursah- Ekabbarpur Road, From 0.00 Kmp To 9.00 Kmp, Widening And Strengthening Work
Description
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Contact
Tender Id
2025_WBPWD_819754_1Tender No
WBPWD/PW(R)/SEPD/PIU-I/NIT-09 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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Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres.
Excavation for roadwork in soil with hydraulic
excavator of 0.9 cum bucket capacity including
cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m as per Clause 301 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (Mode of measurement: pre works and post works)
3635.28
37
135596
... More
Compacting Original Ground
B. Compacting original ground supporting
embankment
Loosening, Leveling and Compacting original
ground supporting embankment to facilitate placement of first layer of embankment, scarified
to a depth of 150 mm, mixed with water at OMC
and then compacted by rolling so as to achieve
minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
826.2
24
19911
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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 1 KM extra lead 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.
56876.95
251
14321616
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Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits 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)
37917.96
85
3245777
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Supplying, spreading and compacting 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. By using Medium Sand.
8849.5
1253
11091255
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Granular Sub-base with Graded Material
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).
(i) GSB Grade-II (Separation Layer)
Using Pakur Variety Stone Aggregates.
(Payment will be made on the basis of finished compacted volume)
4424.8
1991
8811547
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Granular Sub-base with Graded Material
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).
(ii) GSB Grade-III (Drainage layer)
Using Pakur Variety Stone Aggregates.
(Payment will be made on the basis of finished compacted volume)
4867.2
2249
10947063
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Providing, laying, spreading and compacting approved Pakur stone aggregates to Wet Mix Macadam (WMM) 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).
11061.9
2457
27182075
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Providing and laying Dense Bituminous Macadam (DBM) with Hot Mix Plant using coarse aggregate (pakur variety) of specified grading, filler (cement/hydrated lime or rock dust) premixed with bituminous binder of approved grade @4.00% (min) for Grading I and 4.5% (min) for Grading II by weight of total mix as per Table 500-11and 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 material at specified temperature, as specified in Table 500-2 with a hydrostatic paver finisher with sensor control to the required grade. level and alignment over the prepared surface coated with tack coat, rolling with smooth wheeled and vibratory ar tandem rollers or with a pneumatic tyre roller of 12 to 15 tonne weight with a tyre prassure of at least 0.56 MPa to achieved the desire density as per clause 505.3.5 all including cost and carriage of bitumen, curshed aggregates, filler materials and hire charges of machinary and equiptment for construction and quality control comlete as per Clause 505 of Specification of r Roads & Bridge Works of MoRT&H (5th Revision)
For Grading 2
(26.5 mm nominal size, 50-75 mm thick.)
using Bulk Bitumen VG-40
Using Batch Type HMP of minimum capacity 100-120 TPH
11553
7517
86845865
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Providing and laying Bituminous Concrete (BC) with Hot Mix Plant using coarse aggregate( pakur variety) of specified grading, filler (cement/hydrated lime or rock dust) premixed with bituminous binder of approved grade @5.20% (min) for Grading I and 5.40% (min) for Grading II as per Table 500-17 and mix design as per table 500-10 and Job Mix Formula as per clause 505.3.3 of MoRT&H - (5th Revision) including screening, cleaning of chips and preparinf a uniform and quality mix, transporting the hot mix to work site, laying the mixed material at specified temperature, as specified in Table 500-2 with a hydrostatic paver finisher with sensor control to the required grade. level and alignment over the prepared surface coated with tack coat, rolling with smooth wheeled and vibratory ar tandem rollers or with a pneumatic tyre roller of 12 to 15 tonne weight with a tyre prassure of at least 0.56 MPa to achieved the desire density as per clause 505.3.5 all including cost and carriage of bitumen, curshed aggregates, filler materials and hire charges of machinary and equiptment for construction and quality control, comlete as per Clause 507 of Specification of r Roads & Bridge Works of MoRT&H (5th Revision) For Grading 2
(13.2 mm nominal size, 30mm/40 mm thick.)
using Bulk Bitumen VG-40
(i) Using Batch Type HMP of minimum capacity 100-120 TPH
2754
8255
22734270
... More
Providing and applying Prime 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
44247.6
28
1255304
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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
44247.6
8
387167
... More
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) @ 0.25 Kg./m²
231060.6
8
1866970
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Part-B: ROAD FURNITURE
-
-
-
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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).
i) 90 cm equilateral triangle
60
4062
243761
... 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).
iii) 60 cm circular
20
3566
71334
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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).
iv) 80 cm x 60 cm rectangular
20
5024
100494
... 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).
v) 60 cm x 45 cm rectangular
18
3470
62472
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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).
vi) 60 cm x 60 cm square
10
4136
41367
... 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).
vii) 90 cm high octagon
20
6445
128914
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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 &Sridge 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.
4730
255
1206150
... More
Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80 -100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings
150
386
57900
... 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).
40
9307
372294
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
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).
3420
584
1997280
... More
Kilometre Stone (ordinary)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)
7
1545
10816
... More
Kilometre Stone (5th Km) 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
... 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 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.
360
689
248227
... More
A 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 bove 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 andIS: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).
600
2286
1371600
... More
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specifications Clause 201 for Rural Roads of MORD.
B. Lead upto 1000 m i) Girth above 300 mm to 600 mm
180
225
40500
... More
Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year.
1800
688
1238400
... More
Part-C: CROSS DRAINAGE WORK
-
-
-
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Slub Culvert(1.5m Span) 05 nos
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.
By Mechanical Means
b) Reinforcement cement concrete.
22.5
773
17393
... 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.
By Mechanical Means
a) Plain Cement Concrete
360
470
169200
... 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 .
I. In all sorts of soil excluding marshy soil & rocks
(soft or hard) by manual means.
a) upto 3 m depth
(i) With pumping out water including shoring
as required.
525.35
124
65143
... 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
Compaction factor of dry clean sand is 0.835.
210.15
1007
211699
... More
Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge
(excluding bottom plugging) with coarse aggregates(pakur variety) of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & reinforcement works.
(a) M-15 Grade
Using concrete mixer.
107.7
4944
532519
... More
Plain Cement Concrete in Substructure with pakur coarse aggregates of appropriate nominal size and grading, fine aggregate (coarse 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.
PCC Grade M20
(i) Height upto 5m
344.4
6140
2114726
... More
Plain/ Reinforced Cement concrete in Sub-structure with pakur coarse aggregates of appropriate nominal size and grading, fine aggregate (coarse sand) conforming to proper grading zone, both of approved quality and cement and 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
(i) Height upto 5m
I) Using concrete Mixer
30
6389
191690
... More
Supplying, fitting and placing HYSD bar reinforcement in Bridge 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.
TATA/SAIL/RINL
4.71
55564
261711
... More
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-25 grade 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.
20
3347
66958
... 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.
200
115
23000
... 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.
b) Two Coats
49.1
99
4861
... More
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
(b) Where staging is not required.
77.85
214
16660
... More
Extension of Slab Culvert(01 no)
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.
By Mechanical Means
b) Reinforcement cement concrete.
0.09
773
70
... 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.
By Mechanical Means
a) Plain Cement Concrete
1.5
470
705
... 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 .
I. In all sorts of soil excluding marshy soil & rocks
(soft or hard) by manual means.
a) upto 3 m depth
(i) With pumping out water including shoring
as required.
65.11
124
8074
... 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
Compaction factor of dry clean sand is 0.835.
26.04
1007
26232
... More
Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge
(excluding bottom plugging) with coarse aggregates(pakur variety) of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & reinforcement works.
(a) M-15 Grade
Using concrete mixer.
10.02
4944
49544
... More
Plain Cement Concrete in Substructure with pakur coarse aggregates of appropriate nominal size and grading, fine aggregate (coarse 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.
PCC Grade M20
(i) Height upto 5m
42.78
6140
262683
... More
Plain/ Reinforced Cement concrete in Sub-structure with pakur coarse aggregates of appropriate nominal size and grading, fine aggregate (coarse sand) conforming to proper grading zone, both of approved quality and cement and 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
(i) Height upto 5m
I) Using concrete Mixer
1.5
6389
9584
... More
Supplying, fitting and placing HYSD bar reinforcement in Bridge 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.
TATA/SAIL/RINL
0.24
55564
13113
... More
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-25 grade 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.
4
3347
13392
... 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.
40
115
4600
... 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.
b) Two Coats
9.82
99
972
... More
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
(b) Where staging is not required.
11.97
214
2562
... More
(1x2.5x3.5) m RCC Box Culvert Widening(01 no)
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 .
I. In all sorts of soil excluding marshy soil & rocks
(soft or hard) by manual means.
a) upto 3 m depth
(i) With pumping out water including shoring
as required.
114.95
124
14254
... 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.
38.32
92
3525
... 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
Compaction factor of dry clean sand is 0.835.
55.96
1007
56372
... More
Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge
(excluding bottom plugging) with coarse aggregates(pakur variety) of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & reinforcement works.
(a) M-15 Grade
Using concrete mixer.
15.24
4944
75354
... More
Plain Cement Concrete in Substructure with pakur coarse aggregates of appropriate nominal size and grading, fine aggregate (coarse 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.
PCC Grade M20
(i) Height upto 5m
8.37
6140
51394
... More
Plain/ Reinforced Cement concrete in Sub-structure with pakur coarse aggregates of appropriate nominal size and grading, fine aggregate (coarse sand) conforming to proper grading zone, both of approved quality and cement and 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
(i) Height upto 5m
I) Using concrete Mixer
60.56
6389
386958
... More
Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-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.
TATA/SAIL/RINL
6.89
55564
382843
... 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.
30
115
3450
... More
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-25 grade 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.
19.2
3347
64280
... 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.
b) Two Coats
41.94
99
4152
... More
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
(b) Where staging is not required.
8.89
214
1902
... More
Part-D : PROTECTIVE WORKS
-
-
-
... More
Toe Wall:
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 .
I. In all sorts of soil excluding marshy soil & rocks
(soft or hard) by manual means.
a) upto 3 m depth
(i) With pumping out water including shoring
as required.
801.9
124
99436
... More
Sand (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.
81.18
1007
81778
... 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.
(i) PCC M-20 grade
595.32
5867
3492933
... 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.
132
115
15180
... More
Boulder Sausage Work:
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.)
14700
201
2954700
... More
Filling properly the empty sausage crates with boulders 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.
using Boulder 30/40 kg
4275
1813
7753268
... 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.
791.67
104
82334
... More
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips(pakur variety) of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate ( coarse 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.
A PCC Grade M20
142.5
5867
836093
... More
UC Bullah Pilling:
Protective work with walling with Single row eucallyptus bullah piling 1.6 mtr (average) high and 4.85 mtr long driven 3.25 m(av) bellow G.L and 400 mm c/c including fitting and fixing 3 nos. Hlf of Eucallyptus pieces (from 10cm dia E/C bullah) including cost of necessary nails, bolts, nuts etc. and providing 2.0 mtr c/c and 2.5mtr long E/C bullah ties of 10 cm dia and 1.65m length of 10 cm dia bullah posts driven from 1.60mtr bellow G.L including cost of all materials and two coats of coal tarring to all E/C bullah etc. complete as direction of E.I.C
1888
4296
8111698
... More
Supplying empty Cement bags in good and filling with dry earth (supplied by the agency), stitching the bag (cost of thread included) and carrying and placing them in position with all incidental charges complete. (Royalty charge on earth @ Rs. 29.00 /m³ and cesses charges @ 5.30 /m³ will be deducted from the bill amount if the contractor not able to produce necessary documents in support of payment made towards the royalties).
75857
12
961867
... More
Part E: SURFACE 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.
1300
104
135200
... More
Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge
(excluding bottom plugging) with coarse aggregates(pakur variety) of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & reinforcement works.
(a) M-15 Grade
Using concrete mixer.
195
4944
964172
... More
Providing and laying Design Mix concrete for plain concrete work in any part of bridge (excluding bottom plugging) with pakur coarse aggregates of appropriate nominal size and grading, fine aggregate (coarse sand) conforming to proper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & reinforcement works.
i) PCC M-20 grade using concrete mixer.
450
5294
2382444
... More
Reinforcement Cement Concrete in Open foundation without reinforcements, in any part of foundation of bridges / culverts with graded stone chips(pakur 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.
i) RCC M-25 grade using concrete mixer.
67.7
6078
411533
... More
Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-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.
TATA/SAIL/RINL
6.77
55431
375280
... More
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approvedstout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind ofplain or reinforced concrete works in all sorts ofminor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing andstriking out after completion of work as perspecification and direction. (b) Where staging is not required.
2700
214
577800
... More
15 mm thick Plaster with sand and cement mortar (1:4) including rounding off corners or chamfering corners as directed and including raking out joints or roughening of concrete surface, curing with cost and carriage of all materials.
3000
156
468720
... More
Neat cement punning on cement plaster surface.
3000.21
32
98257
... More
Providing weep holes in Plain 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.
500
115
57500
... More
Sub Total
-
-
-
... More
Add GST @ 18% on total amount over item No. 1 to 85
236693029
18
42604745
... More
Add Labour Welfare Cess @ 1% on Total amount over Item No. 1 to 86
279297774
1
2792978
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