Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Dec 2024
Closing Soon24 Dec 2024
Tender Amount₹ 24,93,964
Costs
EMD
₹ 49,879Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SH_780534_2Tender No
NIT/09E/2024-25/EECHD/PWRDTender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Patching of potholes by draining water, cutting the pothole area to rectangular shape with vertical edges, removing all loose materials, screening and stacking the same for reuse with new materials as per requirement, filling the pothole area with additional volume of crushed stone materials / laterite / Jhama / broken shingles / coated stones of Pakur variety etc. and screenings as applicable, and compacting the same with static roller as per Water Bound Macadam Specification, including cost of all materials and machineries. Using Pakur Variety Materials (Grade - II aggregates 1.00 cum/cum and Type-B Screening 0.21 m3/m3). [With stacking]
16.43
3224
52974.76
... More
Repairing pot-holes and making up small depressions with ramming or power rolling including screening, cleaning chips or metals and washing, drying as necessary and heating the chips or metal where necessary, cutting pot holes to regular shapes with vertical edges, cleaning the disintegrated materials, heating matrix and applying tack coat (including sides), finishing the top of repaired surface levelled with adjoining area, including cost and carriage of stone aggregates and matrix, excluding cost of applying tack coat. [Tack coat is to be considered separately]. With premixed Chips or Bajrees with 54 kg of bitumen per m3 of loose net volume of stone chips using concrete mixer machine. (The payment is to be made on the basis of loose net volume of stone materials consumed in the work). Using Mobile HMP (Light duty). Using Pakur Variety Stone Materials Using 22.40 mm aggregate @0.50 cum/cum
Using 11.20 mm aggregate @0.50 cum/cum
VG-30 (Packed)Bitumen @54 kg/cum [ With stacking]
8.21
4961
40734.24
... More
Providing and laying Bituminous Profile Corrective Course using Mobile Hot Mix Plant (Light Duty) and using aggregates of Grading-2 of Table-33 premixed with 75kg of bitumen per cum, transported to site laid over a previously prepared surface at specified
laying temperature to the required grade, level and alignment, as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per direction of Engineer-incharge. Using 22.40 mm stone chips @0.4241 cum/cum
Using 13.20 mm stone chips @0.2827 cum/cum
Using 11.20 mm stone chips @0.3534 cum/cum
Using 5.6 mm stone chips @0.2121 cum/cum
Stone dust mixed with grit
VG-30 (Packed)Bitumen @54 kg/cum [ With stacking]
19.71
7255
143008.07
... More
Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. Pakur Variety( With Stacking) (iii) Using Mobile HMP (Light Duty) VG-30 (Packed) Bitumen.
Using 13.20 mm chips @0.018 cum/cum
Using 11.20 mm chips @0.009 cum/cum
3285
138
455662.35
... More
Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Pakur Variety. VG-30 Bitumen & Mobile Hot Mix Plant (Light Duty)
[With stacking]
3285
47
154723.5
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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: (with primer @ 0.85 kg/sqm). Using SS-I Type packed bituminous emulsion.
164.2
35
5819.25
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Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.275 kg per sqm). Using RS-I Type packed bituminous emulsion. On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.25 kg per sqm.) Using RS-I type packed bituminous emulsion.
On Granular Surface treated with primer (Using Bitumen Emulsion at the rate of 0.25 to 0.30 kg per sqm.)
164.2
11
1807.84
... More
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.275 kg per sqm). Using RS-I Type packed bituminous emulsion. On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.25 kg per sqm.) Using RS-I type packed bituminous emulsion.
On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.)
3777.75
10
38268.61
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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). (iii) Grading-II Aggregate (53 mm to 22.4 mm) @1.21 cum/cum Using
Stone Screening Type B (11.2 mm) @ 0.24 cum/cum Manual Means
40.5
3688
149393.16
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. upto 3 m depth. With pumping out water including shoring
as required.
47.6
124
5902.4
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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. River bazree
8.4
3884
32629.88
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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.Using NB variety stone chips.M-20 Grade,Using concrete mixer.
59.85
5289
316578.37
... More
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, 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.
159.86
214
34210.04
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Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m.
9.52
92
875.84
... 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.
70
115
8050
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Add GST@18% on Rs.2092603.26 i.e. total amount over item no1 to 18
2092603.26
18
376668.59
... More
Add Labour Welfare Cess @1% of Rs.2469271.85 i.e. total amount of Item No. 1 to 19
2469271.85
1
24692.72
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