Harbour Engineering Department Tender

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Harbour Engineering Department - HED Tender

Eprocure
Opening Date10 Jan 2019
Closing DateCancelled
Tender Amount₹ 5,72,756 
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11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6

21

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7356.62

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11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4)

28

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7963.54

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11.7 : Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

0.7

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71620.48

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od3395/2018_2019 : Filling up potholes (cut and foormed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen S-65 using 36mm departmental broken stone and compacting with power roller to get a compact surface. (KSS 3.6.1.2) (as per circular no. 12519/ITcell/2013/CE dated 1-02-2016 & As per circular No CE/PI/Admn/1014/2005 Dated 26-09-2014 of PWD CE

3.11

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3302.01

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od3396/2018_2019 : Supplying and stacking 36mm size hard broken stone in standard heap for measurment (As per circular No12519/IT cell/2013/CE dated 1-02-02016 & As per circular No 12519/IT cell/2013/CE dated 1-02-2016 & As per circular No CE/PI/Admn/1014/2005 dated 26-09-2014 of PWD CE)

3.11

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2264.46

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5.2.1a : Tack CoatProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

438

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12.35

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5.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65Providing, 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 or Type B or Type C as per Technical Specification Clause 508.Case - I By Manual Means(II)Bitumen (S-65)

438

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182.68

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5.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510A.By Manual Means:-Case - III : Type C(II)Bitumen (S-65)

438

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73.53

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3.14 : Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

21.09

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431.57



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