Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Eprocure
Opening Date28 Feb 2025
Closing Date2 Apr 2025
Tender Amount₹ 11,65,58,376
Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Fulbari Chikliguri Road From 0.00 Kmp To 2.800 Km, Widening And Strengthening Work From 5.50 M Width To 10.0 M Width Including Replacement Of 2 Nos. Slab Culvert With Box Culvert, 1 No. New Box Culvert Extension Of 1 No Of Hp Culvert Etc.. Etc..
Description
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Contact
Tender Id
2025_SH_821750_1Bid Award Id
ViewTender No
WBPWD/PW(R)/SE/NBHC/NIT No.07 OF 2024-25Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Prime 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:
Using Bitumen emulsion (SS 1 TYPE) (Bulk) @ 0.85 Kg /m2
12524.73
31
391272.57
... More
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).
(i) On Granular surfaces treated with primer Using Bitumnen emulsion (RS - 1 TYPE) (Bulk) @ 0.275 Kg / m2
12524.73
9
121239.39
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Dense Bituminous Macadam
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 - I 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, lavel and alignment over prepared 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 prerssure of at least 0.56 MPa, 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 construciton and quality control complete as per clause 505 of specifications for Road & Bridge works of MoRT&H (5th Revision). (Tack coat to be considered separately) Grading II (26.5 mm nominal size) 55 mm thick Using Batch Type HMP of minimum capacity 100-120 TPH.
Using PAKUR variety stone chips VG - 40 (Bulk) bitumen
1552.38
8519
13224868.91
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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).
1070
584
624880
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Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). i) Hindi (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only)
500
-
400
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Plain / Reinforced Cement Concrete in Substructure with coarse aggregates 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. PCC Grade M20 Using PAKUR variety stone chips Height upto 5 m Using Concrete Mixer
243.78
6555
1598170.49
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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
1712.3
99
169517.7
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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 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 M30 Using PAKUR variety stone materials Using Concrete Mixer Machine
24
6555
157343.52
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(ii) 60 cm circular
18
3566
64188.72
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(ii) Ordinary kilometer stone (precast)
2
1544
3089.24
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Extension of 1 No. 4 X 1200 dia HP Culvert Dismantling of Structures
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 Mechanical Means
Cement Concrete
72
470
33840
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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
Fine Sand Compaction factor 0.835
72
806
58044.24
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Granular Sub-base with Graded Material By Mix in Place Method : Construction of granular sub-base using salvage materials and fine sand by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Grading - V
514.24
343
176420.32
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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 roads / HYSD bars / TMT bars (SAIL / TATA / RINL) Fe 415/ Fe 500/Fe 500D)
263.76
58934
15544569
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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. Fine Sand
Compaction factor 0.835
83.15
828
68860.68
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Furnishing and Placing Reinforced / Pre-stressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (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 specification.
RCC/PSC Grade M-40 Using concrete mixer
Using PAKUR variety stone chips For solid slab super-structure
Height upto 5m
15.41
7843
120851.72
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Mastic Asphalt
Providing and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate, fine aggregate, filler material and bitumen, prepared by using Mastic cooker including cost and carriage of all ingredients, cost of heating aggregates and binder, mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slope after cleaning the surface, compacting, sealing the construction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100°C, protruding 1 mm to 4 mm over mastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and all other incidental charges and quality control all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). 25 mm thickness
Using PAKUR Variety stone chips 10/20 Grade(Packed) Bitumen VG - 40 (Bulk) Bitumen
28225
538
15210734.75
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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 producing profiles on the vertical face of a paver block used a a device for keeping minimum joint gap in between the paving blocks as per cl no. 3.26 of IS:156358) and of specified size and shape with aspect ratio (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 per table 1 of IRC SP63 (2018) or else as mentioned in design and drawing with 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 clause 6.5.2 of IRC SP63 and completing the edgs with cut block as per cl no. 8.7 of IRC SP-63 (2018) with proper confinement of bedding and joint filling sand compaction, levelling and filling up of the edge gap. 80 mm thick Grey
1650
1184
1953600
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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).
10.8
9306
100505.66
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(iii) 90 cm high octagon
8
6445
51560.32
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Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.
Two Coats
115.2
45
5195.52
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ROAD FURNITURE & ROAD SAFETY WORKS 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. (i) 5th kilometer stone (precast)
1
2624
2624.08
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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, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
Where staging is not required.
88.59
214
18958.26
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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.
1000
46
46800
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(ii) Grading – V
Using PAKUR variety stone chips
1878.71
2666
5009711.72
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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)
7397.49
144
1066718.06
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Plain / Reinforced Cement Concrete in Substructure with coarse aggregates 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. PCC Grade M25
Height upto 5m Using PAKUR variety stone chips Using concrete Mixer
187.87
6808
1279065.93
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Single Cell Box Culvert (2 X 2 M), 3 Nos. 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 all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. upto 3 m depth With pumping out water including shoring as required
1373.34
124
170294.16
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Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.
Premium 100% Acrylic Emulsion
115.2
84
9676.8
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Supplying & Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics excuding rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth without rolling but including ramming. Using N B Variety Boulders Size 225 - 150 mm @ 0.15 m3/m2
123.11
201
24812.42
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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 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 PAKUR variety stone chips
85.2
6282
535293.71
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CROSS DRAINAGE WORKS 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 all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. upto 3 m depth
With pumping out water including shoring as required.
3570
124
442680
... 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 M 20 Using PAKUR variety stone materials Using Concrete Mixer Machine
3360
6281
21106814.4
... More
Compacting Original Ground
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).
3757.42
55
208536.81
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Supplying & Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics excuding rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth without rolling but including ramming. Using N B Variety Boulders Size 225 - 150 mm @ 0.15 m3/m2
7280
201
1467284
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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). Using PAKUR variety Stone Chips
3167.94
2975
9424938.29
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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.
30
386
11580
... 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 (Fe 415 /Fe 500 /Fe 500D, conforms to IS: 1786)
23.49
59067
1387496.04
... More
Supplying & labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. without rolling but including ramming
Using NB variety boulder size 225-150 mm @ 0.15m3/m2
5142.4
201
1036450.72
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(ii) English and Roman
600
-
300
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
1200 mm dia
5
8941
44706.4
... More
Add GST @ 18% on Rs.9,78,00,282.27 i.e. total amount over item no. 1 to 53.
97800282.27
18
17604050.81
... More
(ii) On Bituminious surfaces Using Bitumnen emulsion (RS - 1 TYPE) (Bulk) @ 0.25 Kg / m2
28225
8
251767
... More
ROAD WORKS Dismantling of Structures
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 Mechanical Means
Cement Concrete
642.98
470
302200.6
... 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 recommen-dation 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.
1188
255
302940
... More
Boulder Apron Laid in Wire Crates
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each Using NB variety stone materials Boulder above 225 mm @ 1.00 m3 / m3 Stone Chips 13.2 mm @ 0.20 m3 / m3
372.6
2567
956657.95
... 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.
120
115
13800
... More
Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick)
115.2
122
14054.4
... 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).
13.5
9028
121878.54
... More
Bedding for Pipe Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) for Rural Roads of MORD
Using PAKUR variety stone aggregate
18.75
5509
103296.38
... 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.
20
115
2300
... More
Excavation for Structures
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.
66.6
104
6926.4
... More
Add Labour Welfare Cess @ 1% of Rs. 11,54,04,333.08 i.e. total amount Item No. 1 to 54.
115404333.08
1
1154043.33
... 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 (with milling machine) :
Cold milling of Bituminous Pavement surface upto the required depth by mechanical means using milling machine, without disturbing the under laying layers, to proper line and level, cleaning the surface properly after milling and removing the loose materials, stacking the milled materials for re-use, necessary guarding, barricading & lighting, including hire charges of machinery, cost of fuel and labour and other incidental charges all complete and as per direction of Engineer-in-charge.
For depth upto 100mm
15400
46
708400
... More
Retro-Reflectorised Traffic Signs 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
42
4062
170605.68
... More
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates 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 work.
M-15 Grade using PAKUR variety stone chips Using concrete mixer
123.12
5352
658955.48
... More
(ii) Grading – III
Using PAKUR variety stone chips
247.5
2596
642658.5
... More
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.
Using NB variety stone materials Boulder above 225 mm @ 1.00 m3 / m3 Stone aggregate (37.5 mm) @ 0.20 m3 / m3
27
1793
48419.64
... More
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) Grading – II
Using PAKUR variety stone chips
165
2083
343792.35
Evaluation Notes How It Works ?
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