Tender For Restoration Of Rain Damages To Tubewell Thedkian In Jsv Sub Division Panjehra In Tehsil Nalagarh Distt. Solan (Hp) (Sh:-C/O 3 Nos Out Lets And Providing Laying, Jointing,Testing Of Hdpe Pipe 160 Mm Dia At Tubewell Thedkian).
Tender Overview
Project Description
Tender for Restoration Of Rain Damages To Tubewell Thedkian In Jsv Sub Division Panjehra In Tehsil Nalagarh Distt. Solan (Hp) (Sh:-C/O 3 Nos Out Lets And Providing Laying, Jointing,Testing Of Hdpe Pipe 160 Mm Dia At Tubewell Thedkian).
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in earth work in drains and channels etc. in all kinds of soil such as kankar mooram singles conglomerate soil decomposed for soft/ hard or by blasting/chiselling(where blasting is prohibited) including dressing of sides & beds,disposing of excavated earth withall leads and lifts disposed earth to be levelled and neatly dressed and returning & commissioning the stacked soil in foundationetc. including ramming and consolidating the same where ever required within all leads and lifts and site clearance and as per direction of Engineer-in-Charge at site of work. |
| 2 | Providing and Laying, jointing,testing and commissioning of HDPE(heigh density polythene pipe) for use for buried water main and services and for water supply above ground, both inside and out side building duly ISI marked (IS-4984-1995)as ammended upto date of PE 80 of pressure 4.0 kg/cm2 of the following diameter (earth work to be measuredand paid for separatly). complete in all respect, including entire carriage of materials up to all leads and lifts and as per direction of Engineer-in-Charge. |
| 3 | 160 mm dia HDPE pipe, PN 4, PE80 IS:4984 |
| 4 | Excavation in foundation & trenches etc. in in earth work lift up to 1.5 meter stacking the excavated soil not more than 3 meters clear from the edge of excavaton and then returning the stacked soil in 15cm layers when required into plinths, side of foundation etc. Consolidating each deposited layers by remming and watering and then disposing of all surplus excavated earth as direction within a lead of 20 mtr in pick work. |
| 5 | Providing and lying cement concrete 1:4:8 (1Cement: 4Sand: 8 Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in Foundation and Plinth, i/c entire carriage of materials up to all leads and lifts |
| 6 | Ist class Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:6 (1 cement :6 sand) complete in all respect i/c entire carriage of materials up to all leads and lifts |
| 7 | Cement concrete flooring 1:2:4( 1 cement : 2 quarry sand :4 app. quality stone aggregate 20 mm nominal size laid in one layer finished with a floating coat of neat cement 40 mm thick complete in all respect i/c entire carriage of materials up to all leads and lifts |
| 8 | 15mm thick cement plaster in single coat with cement mortar1:3 (1 cement :3 sand)of rough side or brick masonary/ stone masonary /concrete / walls for interior plastering upto floor two level i/c arrises, internal, rounded angles, chambers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar1:3 (1 cement :3 sand). |
| 9 | Providing and fixing Alfa valve i/c entire carriage of materials up to all leads and lifts. Please Enable Macros to View BoQ information |
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