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Construction Of Rajswa Gram Pratappur Chamurkha Ke Rikhaijot Link Road, Ambedkarnagar-Uttar Pradesh

Public Works Department-PWD has published Construction Of Rajswa Gram Pratappur Chamurkha Ke Rikhaijot Link Road. Submission Date for this Tender is 18-06-2021. Road Work Tenders in Ambedkarnagar Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

28170232
Construction Of Rajswa Gram Pratappur Chamurkha Ke Rikhaijot Link Road
Open Tender
Indian
Uttar Pradesh
Ambedkarnagar
18-06-2021

Tender Details

Construction Of Rajswa Gram Pratappur Chamurkha Ke Rikhaijot Link Road

Key Value

Document Fees
INR 854 /-
EMD
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Tender Value
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BOQ Items

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Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20'') in depth and earthwork in embankment to be 20 cm (8'') layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty. 1100 Cum
2 2 Earth work in excavation in trench for foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed bu the E/I within a distance of 50 m. (as per SI No. 251) 84 Cum
3 3 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. 80 Cum
4 4 Providing, laying, spreading and compacting stone aggregates of specific sizes 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, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. 126.5 Cum
5 5 Providing, laying, spreading and compacting stone aggregates of specific sizes 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, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 126.5 Cum
6 6 Providing and applying primer coat with emulsion (SS2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 (Cost of Including Emlusion) 1687.5 Sqm
7 7 Providing and applying tack coat with Bitumen (VG-10) using bitumen 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. (Cost of Including Bitumen) 1687.5 Sqm
8 8 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 either Type A as per Technical Specification Clause 508 (Cost of Including Bitumen) 1687.5 Sqm
9 9 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 (Cost of Including Bitumen) 1687.5 Sqm
10 10 Brick edging 7 cm wide on both sides of the road With Staraight over burnt bricks complete as per PWD specification no. 20.15 0.45 Km
11 11 Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20'') in depth and earthwork in embankment to be 20 cm (8'') layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty. 240 Cum
12 12 P/L of 350mm dia RCC NP-3 hume pipe 7.5 RM
13 13 P/L of filter media of 25 mm gauge class-150 brick ballast below hume pipe 0.7 Cum
14 Total in Figures
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