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Tender For Estimate For Repair Of Parapet, Wing Walls Of Various Bridges On M/Garh Canal From Ph Mc-Iii To Ph Mc-V, sihor-Haryana

Department Of Irrigation-DOI has published Tender For Estimate For Repair Of Parapet, Wing Walls Of Various Bridges On M/Garh Canal From Ph Mc-Iii To Ph Mc-V. Submission Date for this Tender is 13-02-2024. Bridge Work Tenders in sihor Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

42064368
Tender For Estimate For Repair Of Parapet, Wing Walls Of Various Bridges On M/Garh Canal From Ph Mc-Iii To Ph Mc-V
Open Tender
Indian
Haryana
sihor
13-02-2024

Tender Details

Tender For Estimate for Repair of Parapet, wing walls of various Bridges on M/Garh Canal from PH MC-III TO PH MC-V

Key Value

Document Fees
INR 500 /-
EMD
INR 7039.0 /-
Tender Value
INR 3.51 Lakhs /-

BOQ Items

Name of Work: Estimate for Repair of Parapet, wing walls of various Bridges on M/Garh Canal from PH MC-III TO PH MC-V
Sl. No. Item Description
1[11.113]Lettering with black Japan paint of approved brand and manufacture
2[11.4.2]10 mm thick cement plaster 2. 1:3 (1 cement: 3 fine sand)
3[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)
4[11.61.1]White washing with lime to give an even shade : 1. New work (three or more coats)
5[11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade.
6[14.10.2.2.2]Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including rendering with cement sand (1:3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. 2.2.2. 100 mm thickness In slope Using Paver
7[14.18]Filling expansion joints, with special impervious hot pour, 12.5 mm wide.
8[15.6.1]Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excludingPointing andPlastering, as per Drawing andTechnical Specifications MORTandH clause 1300 1. Cement Mortar 1:3 (1 cement : 3 sand)
9[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil
10[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
11[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
12[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
13[6.22.2.2]Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer forall leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 2.2. All works up to Plinth Level : M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum)
14[6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns
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