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Tender For Year 24-25 Special Repair Of Bilari Sirsi Road To Bhartal Madapur Via Hafizpur Road - Earth Work In Cutting Or In Filling In Embankment In Ordinary Soil Excavation In To Be Regular Pit Not Exceeding 0.5 M And Earth Work In Embankment To Be In 2, sambhal-Uttar Pradesh

Public Works Department has published Tender For Year 24-25 Special Repair Of Bilari Sirsi Road To Bhartal Madapur Via Hafizpur Road - Earth Work In Cutting Or In Filling In Embankment In Ordinary Soil Excavation In To Be Regular Pit Not Exceeding 0.5 M And Earth Work In Embankment To Be In 2. Submission Date for this Tender is 15-02-2025. Road Work Tenders in sambhal Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

47617496
Tender For Year 24-25 Special Repair Of Bilari Sirsi Road To Bhartal Madapur Via Hafizpur Road - Earth Work In Cutting Or In Filling In Embankment In Ordinary Soil Excavation In To Be Regular Pit Not Exceeding 0.5 M And Earth Work In Embankment To Be In 2
Tender
Indian
Uttar Pradesh
Sambhal
15-02-2025

Tender Details

Tender For Year 24-25 Special repair Of Bilari Sirsi Road To Bhartal Madapur Via Hafizpur Road - Earth work in cutting or in filling in Embankment in ordinary soil excavation in to be regular pit not exceeding 0.5 m and earth work in embankment to be in 20 cm layer ramming and dressing the surface to required level and slopealso including 1.5 m lift and lead andincluding all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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 2as per TechnicalSpecification Clause 405. andincluding all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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 3as per TechnicalSpecification Clause 405. andincluding all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. 4 Providing & applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with Hydraulic burmer incliding as per Tecnical Specification clause 503. andincluding all material, labour, labour cess, T&P royalty, all tasex, Bitumen ect. complete as per direction by i-in-c but excluding G.S.T. 5 P/L of open graded premix carpeting of 20mm thick composed with 13.2 mm to 5.60mm grit aggregate or approved graded grit @ 0.27 cum/10Sqm. usingbitumen (VG-10) @ 146.00 Kg./100Sqm.as bearing course, including heating of bitumen to required temperature, andincluding all material, labour, labour cess, T&P royalty, all tasex, Bitumen ect. complete as per direction by i-in-c but excluding G.S.T. Tecnical Specification clause 508 6 Providing and applying seal coat type ‘C’ with 2.36 mm gauge stone grit @ 0.90 cum/100 Sqm & bitumen (VG-10) 65 kg/100 Sqm including heating of bitumen to required temperature, mixing of stone grit with suitable mixol, laying and rolling with a smooth wheeled roller andincluding all material, labour, labour cess, T&P royalty, all tasex, Bitumen ect. complete as per direction by i-in-c but excluding G.S.T. 7 Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specitication clause 302.3 andincluding all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. 8 Plain cement concrete with 4cm guage stone ballast and fine sand of 1.25 F.M and cement in proportion of 1:4:8 in foundation and under floorsandincluding all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. SI No- 281 9 Laying and compacting dry O.B.B. 40mm. Gauge in foundation in layers of not more than 15cm. Thickness including local sand, in ratio 2:1 as per direction of the Engineer-in-Charge andincluding all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. 10 M-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinthandincluding all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. (SI No - 307-309) 11 Supply and laying 1000 mm dia NP-3 Hume pipe SI No- Chp 1 new item (1) and Chp 18 Item no 1(5) andincluding all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. 12 Struck pointing with cement mortar consisting of 1 part cement and 2 part of the fine sand of 1.25 finenes modulus on brick work andincluding all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. Si No 574 Excluding GST. 13 Providing concrete for plain/reinforced concrete (1:2:4) in open foundations complete as per drawings and technical specification Clause 802,803,1202&1203andincluding all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. 14 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 andincluding all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

Key Value

Document Fees
INR 2354 /-
EMD
INR 610000.0 /-
Tender Value
INR 82 Lakhs /-
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