Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date28 Jan 2020
Closing Date6 Feb 2020
Tender Amount₹ 8,95,536
Costs
EMD
₹ 18,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_PWD_34376_1Bid Award Id
ViewTender No
No.PW.SRJ/TA/Pub/2019- 15420-22 dated 01.01.2020Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://hppwd.hp.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Back filling behind abutment wing wall and retainling wall complete as per drawing & technical specification clause 1204.3.8. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.
45
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.
3.14
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Stone masonry in cement mortar for sub structure complete as per drawing and technical specification clauses 702,704,1202 & 1204 Coursed rubble masonry in cement mortar 1:5(one cement : Five sand) complete within all leads, lifts carriage of material and other incidentials.
139.79
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Providing and laying of dry rubble flooring complete as per complete as per dawing and technical secification Clause 1303.3 in rubble stone laid in cement mortar 1:3 ( 1 cement : 3 sand )within all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
5.63
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Drainage spouts complete as per drawing and technical specifications clauses 1209 complete including carriage of materials within all leads and lifts as per direction of Engineer-in-Charge.
3.6
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Construction of reinforcement cement concrete mechanically mixed and vibrated for railing of M-25 (twenty five) grade in cast-in-situ with 20 mm (twenty millimetre) nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500 (one in five hundred), centre-to-centre spacing between vertical posts not to exceed 2000 mm (two thousand millimetre) as per drawing and technical specifications clauses 800, 900 and 1208.3 including curing complete within all leads, lifts carriage of material and other incidentials.
20
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Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specification clause 800 and 1206.3 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.
3.89
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Providing and laying of boulder apron laid in wire crates with 4mm (four millimetres) dia G.I. wire conforming to IS:280 and IS: 4826 in 100mm x 100mm mesh (woven diagonally) including 10% (Ten per cent) extra for laps and joints laid with stone boulders weighing not less than 40 Kg (Forty millimetres) each as per drawing and technical specifications Clause 1301 including hauling of material through all modes of transporations with in all leads and lifts and as per the entire satisfaction and direction of the Engineer-in-Charge. .
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