Panchayati Raj Department Tender
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Panchayati Raj Department - PRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date1 Feb 2020
Closing Date10 Feb 2020
Tender Amount₹ 13,52,000
Costs
EMD
₹ 1,35,200Document Cost
₹ 1,300Tender Fee
Refer Documents
Summary
Khutahan-gosaipur Jaukabad Road Se Panauli Tuebwel Ke Pas Se Shri Ramasare Verma Ki
Description
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Contact
Tender Id
2020_UPPRD_429121_8Bid Award Id
ViewTender No
1334/ZPJNP DATE 28-01-2020Tender Authority
Panchayati Raj Department ViewPurchaser Address
-Website
http://http://panchayatiraj.up.nic.in/
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Documents
BOQ Items
Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size G3 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, Screening Material (Type-B) to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
90
-
3230
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per Technical Specification Clause 502
1200
-
32.5
Providing and applying tack coat with V.G-10 Bitumen using distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
1200
-
16.4
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.
1200
-
168.4
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510
1200
-
58.1
Brick edging on both side of the road with S.O.B. bricks laid with mud mortar including labour and s/o brick finished to required template and in proper alignment and also including dressing and ramming the excavated earth as per direction of Engineer-in-charge.
0.4
-
65200
Earth Work in Embankment in Ordinary Soil Excavation to be done form of Regular Pits not Exceeding 1/2 M in depth and Work Embankment to be in 20 Cm Layer's Including Ramming and Dressing the Surface to Required Levels and Slopes and also Including 1.5 M Lift and 30 M Lead.The Earth from Cutting to be Used in Making Embankment or to be Deposited as Spoil Banks within 30 M distance as Directed by the Engineer Incharge.
420
-
90
shifting of matterial
1
-
7500
Supply and fixing of sign board
1
-
5000
Evaluation Notes How It Works ?
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