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Bilari Jargaon Chandausi Odr To Kamalpur Chandauri Link Road, Moradabad-Uttar Pradesh

Public Works Department-PWD has published Bilari Jargaon Chandausi Odr To Kamalpur Chandauri Link Road. Submission Date for this Tender is 25-01-2021. Road Work Tenders in Moradabad Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

26616675
Bilari Jargaon Chandausi Odr To Kamalpur Chandauri Link Road
Open Tender
Indian
Uttar Pradesh
Moradabad
25-01-2021

Tender Details

TENDER FOR Bilari Jargaon Chandausi Odr To Kamalpur Chandauri Link Road

Key Value

Document Fees
INR 854 /-
EMD
INR 299000.0 /-
Tender Value
INR 29.90 Lakhs /-

BOQ Items

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Sl. No. Item Description Item Code / Make Quantity Units
1 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\nFilling the pote holes and deep trenches. 72 Cum
2 2 Construction of un-reinforced plain cement concrete pavement, 15 cm thickness as per design over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 Grade coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side frame work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the framework as per drawing), spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continious operation including provision of contraction and expansion, construction joints by providing 12mm thick dura board at the specified spacing, applying debonding strips primer, sealant near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 but including cost of polythene sheet and also including cost of recron fiber-3S @ 1.00kg/cum . 113 Cum
3 3 Providing and applying tack coat with Bitumen VG-10 using bitumen boiler oil fired at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. But execluding G.S.T. 4650 Sqm
4 4 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 as per Technical Specification Clause 508. But execluding G.S.T. 4650 Sqm
5 5 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 But execluding G.S.T. 4650 Sqm
6 6 Earthwork in embankment or in pataries in ordinary soil. Excavation to be done in the form of regular pits not exceeding 0.50m in depth. Earthwork in embankment to be in 20 cm layers including ramming and dressing the surface to required level and slope 80 Cum
7 7 Excavation in fundation in ordinary soil ( Loam,clau or sand ) including lift upto 1.5M and lead upto 30M and including filling wetering and ramming of excavated earth into the trenches of into the space between the bulding and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as the directed by the Engineer-in-charge upto a distance of 30M from the foundation trenches.( Where machine can not reach/move).For Building work only.(SI No-251 155 Cum
8 8 Cement Concrete with 4cm Guage Stone ballast conarse sand and cement concrete in proportion of 1:4:8 including supply of all meterials labour and T&P etc. requried for proper competion of the work. (SI no - 281) 33 Cum
9 9 R.C.C. work with cement, approved coarse sand and 2 cm gauge stone grit in proportion 1:2:4 in including all material, labour and T&P but excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G. G.I. binding wire and including necesary centering and shuttering etc. and supply all materal, labour and T&P etc. required for proper completion of work. Binding wire os supplied bye the contractor free of cost., Required for proper completion of work . 60 Cum
10 10 M.S. (Tor steel or plain) work such as in R.C.C. or R.B. work, included its binding And Plasing in positing to required shape as necessary and including cost of all material labour T&P, all taxes etc required of proper complition of work as directed by E/I) 45 Qtl
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