Tender For Restoration Of Rain Damages To Sewerage Scheme To Left Out Area Of Chamba Town In Tehsil And Distt. Chamba Hp (Sh :-Re-Laying, Jointing And Testing Of Di Pipe From Rd 3280 To 3340, Rd 3590 To 3710, Rd 4120 To 4190 And Construction of 46 No
Tender Overview
Project Description
Tender for Restoration Of Rain Damages To Sewerage Scheme To Left Out Area Of Chamba Town In Tehsil And Distt. Chamba Hp (Sh :-Re-Laying, Jointing And Testing Of Di Pipe From Rd 3280 To 3340, Rd 3590 To 3710, Rd 4120 To 4190 And Construction of 46 Nos Anchor Block/ Supporting Column And Construction of 20 Nos Man Hole Chamber, Re-Construction Of Path)
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting hard or soft rock by chiseling where the blasting work is prohibited slushy daldal and saturated soil I/c pumping or bailing out water with in all heights, stacking the excavated soil with in 15cm (Fifteen centimeters) when required in to plinths, sides of foundation consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts as per direction as satisfaction of Engineer-in-Charge. |
| 2 | Re-laying Jointing and testing of DI pipe spigot and socket pipe with CML tyton push on joint) i/c cost of bend complete as per IS 8329-2900 class K7 Dimensions weight and test pressuers in all respect with all leads and lifts as per direction of Engineer-in-Charge |
| 3 | 150mm dia Nominal bore |
| 4 | Providing and laying cement concrete 1:3:6 (1: cement :3 sand :6 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge. |
| 5 | Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- |
| 6 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. |
| 7 | Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. |
| 8 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. |
| 9 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :- |
| 10 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 11 | In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 12 | Providing mild steel/tor steel (reinforcement for RCC work) including bending,binding and placing in positioncomplete in all respect including all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge. |
| 13 | Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge. |
| 14 | Providing and fixing steel fiber reinforcement cement concrete (SFRC) man hole cover (Medium duty) and frame conforming to IS 12592 (Part-I) 1988 with latest ammendsments internal dia 560mm(Medium Duty) with in all leads and lifts as per direction of the Engineer-in-charge. |
| 15 | Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
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Upcoming · 6 daysBid Opening Date
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Upcoming · 7 daysTender Documents
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