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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date22 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 18,01,06,340
Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Islampur - Amaljhari - Sonamati Road From 0.00 Kmp. To 14.00 Kmp. Strengthening Work Under Uttar Dinajpur Division, P.w.dte. In The District Of Uttar Dinajpur Under Ridf Xxix.
Description
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Contact
Tender Id
2024_WBPWD_737316_1Bid Award Id
ViewTender No
WBPWD/SE/NC/NIT_05/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://wbpwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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 :
From 50 to 100 mm thick.
73150
548625
7.5
Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD.
By Mechanical means :
Bituminous Courses
7788.57
2157434
277
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).
Grading - III
3875.29
9408390
2427.79
Grading - II
610.18
1268521
2078.94
Grading - V
850.66
2124745
2497.76
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).
10250.54
27660467
2698.44
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: (Using Cationic Bituminous Emulsion SS-I grade (Bulk) at the rate of 0.85 kg per sqm.)
62116.05
1873420
30.16
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 Surface treated with Primer (Using Cationic Bituminous Emulsion RS-I grade (Bulk) at the rate of 0.275 kg per sqm.)
62832
586851
9.34
On Bituminous Surface (Using Cationic Bituminous Emulsion RS-I grade (Bulk) at the rate of 0.25 kg per sqm.)
66759
574795
8.61
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 -1 and 4.5% (min) for Grading -2 by weight of total mix as per table 500-10 and mix design done as per table 500- 11 and job mix formula as per clause 505.3.3 to Mirth (5th Revision), including screening, cleaning of chips , transporting the hot mix to work site, laying the mixed materials at specified laying temperature, as specified In Table 500-2 with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tock coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tire roller of 12 to 15 tonne weight with a tire pressure of at least 0.56 Map, to achieve the desired density as per clause 505.3.5, all including cost and carriage of bitumen, crushed aggregates, fiIIer materials and hire charges of machinery and equipment for construction and quality control complete as per Clause 505 of Specifications for Rood & Bridge Works of Morth (5th Revision).
With Pakur Variety Stone Materials, Hydrated lime powder & Bitumen VG-30 (Bulk).
For Grading 2 (26.5 mm nominal size, 50 mm compacted thickness.)
Using Batch Type HMP of minimum capacity 100-120 TPH.
3141.6
25168017
8011.21
Bituminous Concrete
Providing and laying bituminous concrete with Hot Mix Plant using crushed aggregates, filler materials (Cement /hydrated lime /Rock dust) and premixed with bituminous binder of specified grading @5.2% (min) for Gr.-1 & @5.4% (min) for Gr. -2 , as per table 500-17 and mix design done as per table 500- 10 and job mix formula as per cl. 505.3.3, Including screening, cleaning of chips and preparing a uniform and qualify mix, transporting the hot mix to work site, laying the mixed materials at specified laying temperature as specified in Table 500-2 with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tock coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tire roller of 12 to 15 tonne weight with a tire pressure at least 0.56 Map, to achieve the desired density as per clause 505.3.5, Including cost and carriage of bitumen, crushed aggregates, filler materials and hire charges of machinery and equipment for construction and quality control, complete as per Clause 507 of Specifications for Road & Bridge Works of Mirth (5th Revision).
Using Pakur variety Stone aggregates, Hydrated Lime Powder and VG-30 (Bulk) grade bitumen. For Grading 2 (13.2 mm nominal size, 30 mm compacted thickness.)
Using Batch Type HMP of minimum capacity 100-120 TPH.
2002.77
17633989
8804.8
Supplying and laying in the specified pattern of Interlocking Concrete Block Pavement (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 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 as a 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 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 a cushion of compacted bedding sand of 25-35mm thick (grading of the bedding sand as per clause6.5.1 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 I(RC 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 filling up of the edge gap. 100 mm thick.
Grey
11550
15777300
1366
Supplying and laying in the specified pattern of Interlocking Concrete Block Pavement (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS 15658:2006) manufactured from BIS license manufacturer, with spacer nib (small producing profiles on the vertical face of a paver block used as a 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 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 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 clause 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 filling up of the edge gap. 60 mm thick.
Grey
4169.92
4074012
977
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.
Using N.B. Variety Boulder.
16940.74
4513013
266.4
Construction of sub Base using Local Materials (Reuse of salvaged material), spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator of OMC, and compacting with vibratory roller to achieve the desired density, lighting guarding and barricading including cost and carriage of all mateirals and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of specifications for Road & Bridge Works of MoRT & H (5th Revision) For Construction of Sub Base by compacting Picking up /Dismantled materials.
1270.55
193124
152
Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (The rate is inclusive of cost of all materials, labour, hire and usage charges of machinery and all incidental charges in this connection.)
Using Pakur Variety Stone Materials.
Using Concrete Mixer.
8506.64
4508519
530
COST OF ROAD FURNITURE
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).
60 cm equilateral triangle
12
31524
2627.04
60 cm circular
16
57057
3566.04
80 cm x 60 cm rectangular
20
100481
5024.04
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 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).
6.48
60303
9306.08
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 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).
12.6
113753
9028.04
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)
3
7872
2624.08
Ordinary kilometer stone (precast)
12
18535
1544.62
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.
22
8492
386
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 mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect.
With Pakur variety stone chips.
150
103394
689.29
Supplying & fixing of Raised Pavement Markers I Road Studs I 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.
3112
793560
255
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).
2800
1635200
584
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 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 pecifications for Road & Bridge Works of MoRT&H (5th Revision).
360
822960
2286
COST OF BOULDER SAUSAGE CRATE
Earthwork in excavation for 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, & 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 up to 3 m. :
With pumping out water including shoring as required.
324
40176
124
Boulder Appron 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. For 1 cum. volume using N.B. Variety boulder 1.00 cum. & 0.20 cum of stone spalls.
1140
3292001
2887.72
Design Mix concrete 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 works.
M-15 Grade
Using Concrete Mixer & pakur variety stone materials.
27
139414
5163.49
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.
Where staging is not required.
60.14
12870
214
COST OF MINOR REHABILITATION
Plaster (to wall floor ceiling etc) with sand and cement mortar including rounding off or chamfering as directed and raking out joints or roughening of concrete surface by chipping etc including throating nosing and drip course,scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
With 1:6 cement mortar
25 mm thick plaster
1291.83
245499
190.04
Brick work with 1st class bricks in cement mortar (1:4)
In foundation and plinth
18
93103
5172.4
Removal of defective concrete, cleaning the surface thoroughly, applying the hotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 MPa and workmanship conforming to clause 2807.6. (40 mm average thickness.)
67.5
17618
261
Epoxy bonding of new concrete to old concrete
67.5
34898
517
Guniting concrete surface with cement mortar (25 mm nominal thick) applied with ompressor after cleaning surface and spraying with epoxy complete as per Technical specification.
67.5
61560
912
Patching of damaged concrete surface with polymer concrete (25 mm nominal thick) and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer.
135
187785
1391
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. In Ground Floor: One Coat
430.61
13521
31.4
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. In Ground floor (Two Coat)Normal Acrylic Emulsion
430.61
28851
67
Cleaning the exposed corroded Reinforcement as well as worn out concrete by sand blasting with air compressor including all materials, hire charges of machineries and labour etc. all complete as per technical specification and direction of the Engineer-in-Charge.
107.65
65022
604
Providing anti-corrosive protective coating to inhibit the corrosion to HYSD reinforcements including two coats of anti-corrosive coatings of consumption as per manufacturer's specification, cleaning etc. complete as per the direction of the Engineer-in- Charge.
48
24288
506
Boulder Appron 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. For 1 cum. volume using N.B. Variety boulder 1.00 cum. & 0.20 cum of stone spalls.
44.7
129081
2887.72
COST OF SINGLE CELL 2M X 2M BOX CULVERT (5 NOS.)
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:
120
56400
470
Dismantling Brick/Tile Work
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.
Cement Mortar:
72
20160
280
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 :
Reinforced Cement Concrete.
48
37104
773
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and dismantling of Masonry Works as per Technical Specification Clause 202 for Rural Roads of MORD.
Upto 600 mm dia Hume pipe.
50
7700
154
Earthwork in excavation for 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, & 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 up to 3 m. :
With pumping out water including shoring as required.
1322.83
164031
124
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with Fine 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 Fine sand. Quality of sand is to be approved by the Engineer-in-charge.
Compaction factor of dry clean Fine sand is 0.835
241.98
184645
763.06
Plain Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
PCC Grade M20
Using Concrete Mixer & pakur variety stone materials.
179.95
1096640
6094.14
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 M30
Height upto 5m
Using Concrete Mixer & pakur variety stone materials.
470.75
3152297
6696.33
RCC Grade M30
Height upto 5m
Using Concrete Mixer & pakur variety stone materials.
312.91
2092220
6686.33
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.
(SAIL/TATA/RINL).
31.93
1870782
58590.1
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.
620
71300
115
Providing and laying of Filter media with brick aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
For 1 cum. volume using 0.72 cum. of brick aggregates and 0.48 cum. of coarse sand (dry loose volume).
242.1
470168
1942.04
Reinforced Cement Concrete Crash Barrier
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with reinforced cement concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer-in-Charge, all as specified.
RCC Grade M30
Using Concrete Mixer & pakur variety stone materials.
96
329942
3436.9
Painting with approved synthetic enamel paint Circular panel (upto 30cm dia.) or Rectangular panel (size 38cm to 30cm x 25cm to 20cm) including the Load classification number or the number of bridge or culvert painted thereon in a different colour, complete as directed by Engineer-in-charge.
211.2
11616
55
COST OF SINGLE CELL 3M X 3M BOX CULVERT (1 NO.)
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:
24
11280
470
Dismantling Brick/Tile Work
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.
Cement Mortar:
14.4
4032
280
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 :
Reinforced Cement Concrete.
9.6
7421
773
Earthwork in excavation for 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, & 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 up to 3 m. :
With pumping out water including shoring as required.
360.33
44681
124
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with Fine 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 Fine sand. Quality of sand is to be approved by the Engineer-in-charge.
Compaction factor of dry clean Fine sand is 0.835.
67.96
51856
763.06
Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level, and filling joints with local sand.
204.33
66204
324
Plain Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
PCC Grade M20
Using Concrete Mixer & pakur variety stone materials.
104.4
636210
6094.14
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 M30
Height upto 5m
Using Concrete Mixer & pakur variety stone materials.
88.21
590650
6696.33
RCC Grade M30
Height upto 5m
Using Concrete Mixer & pakur variety stone materials.
135.71
907415
6686.33
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.
(SAIL/TATA/RINL).
15.99
936973
58590.1
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.
312
35880
115
Providing and laying of Filter media with brick aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
For 1 cum. volume using 0.72 cum. of brick aggregates and 0.48 cum. of coarse sand (dry loose volume).
98.7
191679
1942.04
Reinforced Cement Concrete Crash Barrier
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with reinforced cement concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer-in-Charge, all as specified.
RCC Grade M30
Using Concrete Mixer & pakur variety stone materials.
21.68
74512
3436.9
Painting with approved synthetic enamel paint Circular panel (upto 30cm dia.) or Rectangular panel (size 38cm to 30cm x 25cm to 20cm) including the Load classification number or the number of bridge or culvert painted thereon in a different colour, complete as directed by Engineer-in-charge.
47.7
2623
55
Boulder Appron 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. For 1 cum. volume using N.B. Variety boulder 1.00 cum. & 0.20 cum of stone spalls.
41.9
121007
2887.72
COST OF 2 CELL 2M X 2M BOX CULVERT (3 NOS.)
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:
360
169200
470
Dismantling Brick/Tile Work
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.
Cement Mortar:
180
50400
280
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 :
Reinforced Cement Concrete.
59.4
45916
773
Earthwork in excavation for 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, & 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 up to 3 m. :
With pumping out water including shoring as required.
1028
127472
124
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with Fine 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 Fine sand. Quality of sand is to be approved by the Engineer-in-charge.
Compaction factor of dry clean Fine sand is 0.835
220.44
168205
763.06
Plain Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
PCC Grade M20
Using Concrete Mixer & pakur variety stone materials.
280.07
1706792
6094.14
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.
RCC Grade M30
Height upto 5m
Using Concrete Mixer & pakur variety stone materials.
405.48
2711153
6686.33
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.
(SAIL/TATA/RINL).
47.75
2797384
58590.1
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.
576
66240
115
Providing and laying of Filter media with brick aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
For 1 cum. volume using 0.72 cum. of brick aggregates and 0.48 cum. of coarse sand (dry loose volume).
69.66
135283
1942.04
Reinforced Cement Concrete Crash Barrier
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with reinforced cement concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer-in-Charge, all as specified.
RCC Grade M30
Using Concrete Mixer & pakur variety stone materials.
72.24
248282
3436.9
Painting with approved synthetic enamel paint Circular panel (upto 30cm dia.) or Rectangular panel (size 38cm to 30cm x 25cm to 20cm) including the Load classification number or the number of bridge or culvert painted thereon in a different colour, complete as directed by Engineer-in-charge.
158.93
8741
55
Boulder Appron 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. For 1 cum. volume using N.B. Variety boulder 1.00 cum. & 0.20 cum of stone spalls.
125.71
363021
2887.72
COST OF DIVERSION ROAD
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 3000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
Land ownwd and arranged by the contractor.
2362.5
594878
251.8
Bedding for Pipe
Type B (First Class) Bedding
Laying (First Class) bedding on well compacted Fine sand as per Clause 1105 (ii) for Rural Roads of MORD.
Compaction factor of dry clean Fine sand is 0.835
146.88
110022
749.06
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.
1000 mm dia
90
556981
6188.68
Construction of sub Base using Local Materials: Construction of Sub Base using River Bed Materials spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator of OMC, and compacting with vibratory roller to achieve the desired density, lighting guarding and barricading including cost and carriage of all mateirals and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of specifications for Road & Bridge Works of MoRT & H (5th Revision) For 1 cum. compacted volume using N.B. Variety River Bed Materials (RBM) 1.28 cum.
202.5
353964
1747.97
Water Bound Macadam Base Course (NB Type)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound Macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm)
Mechanical Means :
For 1 cum. compacted volume using 1.21 cum. of N.B. Variety Grading-I Aggregates (63 mm to 45 mm) and 0.24 cum. of pakur variety stone screening Type B.
75.94
179555
2364.43
Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm)
Mechanical Means :
For 1 cum. compacted volume using 1.21 cum. of N.B. Variety Grading-II Aggregates (53 mm to 22.4 mm) and 0.24 cum. of pakur variety stone screening Type B.
75.94
197364
2598.94
Add GST @ 18 %
18
27201830
151121279
Add Labour Welfare Cess @ 1%
1
1783231
178323109
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