Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Eprocure
Opening Date
12 Feb 2019Closing Date
6 Mar 2019Tender Amount
₹ 16,58,76,903Costs
EMD
₹ 35,68,780Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbpwd(r)/se/chc/nit-28/18-19/1 / Paikpara To Sakdah More Road From 0.00 Kmp To 9.668 Km, Strengthening Work
Description
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Contact
Tender Id
2019_SH_214983_1Bid Award Id
ViewTender No
WBPWD(R)/SE/CHC/NIT-28/18-19Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD.
By Manual Means
Granular Courses
2811.88
-
453
Supplying, spreading and compacting Medium 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.
3506.25
-
1213.8
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)."
GSB Grade-V.
1612.88
-
2419.22
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).
14707.59
-
2597.2
Providing and laying Dense Bituminous Macadam (Grading 2) with Hot Mix Plant producing an average output of 75 tonnes per hour using pakur coarse aggregate, fine aggregate, filler and bituminous binder as per design Job Mix Formula conforming Marshall Method as per specification, including screening, cleaning of chips and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, hand packing and pinning to give an even surface including cost and carriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control, fuels and lubricants and wages of
For Grading 2
(26.5 mm nominal size, 50-75 mm thick.)
Using Batch Type HMP of minimum capacity 100-120 TPH.
4067.81
-
7980.31
Providing and laying Bituminous Concrete (Grading - 2) with Hot Mix Plant using coarse aggregates, fine aggregates, filler materials and bituminous binder of required specification including screening, cleaning of chips and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, including cost and carriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control, fuels and lubricants and wages of operational staff complete as per Clause 507 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Using Batch Type HMP of minimum capacity 100-120 TPH.
1627.12
-
8827.2
Providing and applying Bituminous 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).
With cationic bituminous emulsion @ 0.85 Kg/ m2.
47107.17
-
27.2
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
With cationic bituminous emulsion @ 0.25 kg/ m2.
54237.48
-
8.86
On Granular Surfaces treated with primer
With cationic bituminous emulsion @ 0.275 kg/ m2.
47107.17
-
9.62
Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
-
-
-
For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :
2213.99
-
2067.47
For Construction of Sub-Base using Salvage materials.
2213.99
-
210
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Clause 307 of Specifications
for Road & Bridge Works of MoRT&H (5th Revision).
106117
-
17.2
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
-
2687
Ordinary Kilometer stone (precast).
8
-
1577
Hectometer stone.
39
-
450
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).
2525.87
-
584
Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mendinggood damages if any during striking off shuttering,making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips.
405
-
773
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
-
-
-
90 cm equilateral triangle
5
-
4221.68
60 cm equilateral triangle
5
-
2786.68
60 cm circular
5
-
3725.68
80 mm x 60 mm rectangular
5
-
5183.68
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, masonry , cement conc , wood work , 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 & lead of 1000 metres. By mechanical means
-
-
-
Plain Cement Concrete.
680.25
-
470
Reinforced cement concrete.
225
-
773
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. Depth upto 3.0 metre With pumping out water including shoring as required.
6167.52
-
124
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. By silver sand.
708.37
-
814.56
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. PCC Grade M15 (Using conc mixer)
563.9
-
5039.87
Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. RCC Grade M30 (Using Concrete Mixer)
516.87
-
6226.23
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 (Using Concrete Mixer).
297.87
-
6550.23
Furnishing and Placing Reinforced Cement concrete in Super-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 M30 (Using Concrete Mixer ) For solid slab super-structure, Height upto 5m
437.82
-
7073.23
Construction of R.C.C. Crash-barrier at the edges of road over bridge deck with M-30 grade concrete and HYSD reinforcement conforming to IRC-21 and dowel bars 25 mm dia, 450 mm long and expansion joints filled with pre-moduled 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/I/94-DO III dt. 24.06.1994 as per dimensions in the approved drawings and at locations directed by the Engineer all as specified.
227.88
-
3660.97
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.
-
-
-
Foundation
111.17
-
60092.09
Substructure
40.72
-
60225.09
Superstructure
43.8
-
61143.09
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.
416.16
-
1878.68
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.
672
-
115
Drainage Spouts in Superstructure including providing drip mouldings and also including supplying, fitting and fixing approved type of materials complete as per drawing and Technical specification vide clause no. 2705 of MoRT&H’s Specification for Road & Bridge Works.
30
-
783
Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604.
216
-
860
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
604.82
-
99
Curtain wall complete as per drawing and Technical specification. Cement concrete Grade M15
334.35
-
5465.87
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
86
-
2033.68
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. Stone/Boulder
172
-
2466.7
Construction of flexible apron 0.75 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
447.12
-
2519.7
Hire & 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 rainforced concrete works in all sorts or 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.
665.2
-
214
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.
1320
-
104
Plain Cement Concrete in Open foundation without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
RCC M-20 grade using concrete mixer.
492
-
5961.72
Reinforcement Cement Concrete in Open foundation without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
RCC M-25 grade using concrete mixer.
96
-
6174.06
15 mm thick Plaster with sand and cement mortar (4:1) 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.
4600
-
159
Neat cement punning on cement plaster surface.
4600
-
34
Supplying, fitting and fixing C.I. square Grating.
150 mm.
40
-
102
Supplying, fitting and fixing in position reinforced cement polymer concrete manhole/gully pit cover with matching frame.As per I.S- 12592(M.D) 560 mm dia opening 35MT load bearing capacity.
27
-
4034
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. By Fine sand.
105
-
1007.37
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
1050
-
327
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-20 Grade.
288.75
-
5389.72
Close Bamboo Walling made of 65mm to 75mm dia. bamboos (in single line) driven about half-length into the ground side by side, with stout stays at an interval of 1m, 3nos. of half split bamboo runner of same dia fitted and fixed with nails etc. complete as per direction. (Measurement to be taken along the length of piling after finishing the works). (ii)with bamboos of length above 2.00m upto 2.50m
7876
-
517
Filling empty Cement bags with dry earth or sand,stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete including cost of earth and gunny bags inclding Royality charges @ Rs. 0.42/bags
253157
-
13.15
Sub-Toal
1
-
1
GST @12%
1
-
1
Cost of Work Excluding Labour Welfare Cess.
1
-
1
Labour Welfare Cess @1%.
1
-
1
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