Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Aug 2024
Closing Date6 Sep 2024
Tender Amount₹ 14,73,475
Costs
EMD
₹ 29,470Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Emergent Potholes And Patch Repair Work At Sonapur - Pundibari Road From Ch. 5.5 Kmp To 10.8 Kmp Under Coochbehar Highway Sub Division - Iii Under Cooch Behar Highway Division, P.w (roads) Directorate In The District Of Cooch Behar
Description
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Contact
Tender Id
2024_SH_737179_3Bid Award Id
ViewTender No
NIT/04E/2024-25/EECHD/PWRDTender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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BOQ Items
(ii) On Granular surfaces treated with primer
(Using Bitumen emulsion at the rate of 0.25 to
0.30 kg per sqm.)
With RS-I type emulsion
1060
11691
11.03
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]
i) 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 thework)
(b) Using Mobile HMP (Light duty)
Using Pakur Variety aggregate
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]
49.3
229953
4664.38
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 ofMORD.
Using pakur variety aggregate [With stacking]
Excluding tack coat
2120
298559
140.83
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 % passingthrough 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).
II By Manual Means
With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
Using pakur variety aggregate [With stacking]
2120
96099
45.33
Cutting kutcha drain of 600 mm wide and depth up to 300 mm, including disposal of excavated material in embankment slopes within a lead of 50 m. Through ordinary soil.
1272
18316
14.4
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 for Rural Roads of MORD. (Average thickness 150 mm)
2385
62487
26.2
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 for Rural Roads of MORD. (Average thickness 150 mm)
2520
33264
13.2
SEGMENT_B : PROTECTIVE WORKS
-
-
-
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 and upto 2.50m
147
75999
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 but excluding cost of sand and gunny bags.
2363
49953
21.14
Add GST@18% on Rs.1236343.95 i.e. total amount over item no1 to 11
1236343.95
222541
18
Add Labour Welfare Cess @1% of Rs.1458885.86 i.e. total amount of Item No. 1 to 12
1458885.86
14588
1
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