Retrofitting Of Wss Nagachow Kuthed Buai Adshi And Shirty In Anni Block Tehsil Anni Distt . Kullu Hp Const . Of Rcc Intake Chamber 2 Nos . Rcc Clear Water Tank 5000 Ltrs . Storage Tank 10000 Ltrs Capacity At Node E And R , Rcc Storage Tank 24000
Tender Value
8.54 Lakhs
Estimated cost
Bid Submission
23 Sep 2020
0 days left
EMD
17096
Bank guarantee accepted
Document Fee
250
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nither → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retrofitting Of Wss Nagachow Kuthed Buai Adshi And Shirty In Anni Block Tehsil Anni Distt . Kullu Hp Const . Of Rcc Intake Chamber 2 Nos . Rcc Clear Water Tank 5000 Ltrs . Storage Tank 10000 Ltrs Capacity At Node E And R , Rcc Storage Tank 24000 Ltrs Cap . At Node H Rcc Storage Tank 12000 Ltrs Cap . At Node M And Laying Jointing And Testing
BOQ
| Name of Work: Retrofitting of WSS Nagachow, Kuthed, Buai, Adshi & Shirty in Anni Block Tehsil Anni Distt. Kullu HP. (SH: C/O RCC Intake Chamber = 2 Nos., C/O RCC Clear water tank 5000 ltrs., C/O Storage tank 10000 ltrs capacity at node -E & R, C/O RCC Storage tank 24000 ltrs cap. at Node- H, C/O RCC Storage tank 12000 ltrs cap. at Node- M & Laying, jointing & testing in trenches GI pipe 20 mm dia = 2390 rmts.). | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil including bailing out water, blasting work in hard/soft rock or chiseling in hard/soft rock where blasting is prohibited in all leads and lifts stacking the excavated earth more than 3mtr. clear from the edge of excavation and then returning the stacked soil in 15cm. layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing of all surplus excavated earth as directed within all leads and lifts and handing over the usable materials available from excavation to department free of cost as per direction of Engineer-in-Charge within all leads and lifts. | 638.51 | Cum | |
| 2 | 2 | Providing and laying cement concrete 1:4:8(1cement: 4sand:8graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. a) Foundation and Plinth. | 0.64 | Cum | |
| 3 | 3 | Providing and laying cement concrete 1:3:6(1 cement:3 sand:6 graded stone agg. 40mm nominal size) and curing complete excluding cosot of form work and reinforcement of RCC work in foundation and plinth complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 5.36 | Cum | |
| 4 | 4 | Providing and laying cement concrete 1: 1½ :3 (1cement:1:1½ sand :3 graded stone agg. 20mm nominal size) and curing com-plete excludidng cosot of form work and reinforcement for RCC work in foundation and plinth complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | |||
| 5 | 4.01 | Foundation,footing basis of columns & the likeand mass concrete. | 8.54 | Cum | |
| 6 | 4.02 | Walls (any thickness) but not less that 0.10 Mtrs. hick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels. | 16.46 | Cum | |
| 7 | 4.03 | Suspended floors, roofs, landings, shelves and their supports balconies, beams girders bressumers and cantilevers upto floor two levels | 4.01 | Cum | |
| 8 | 5 | Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced conc. and plain conc.work in :- | |||
| 9 | 5.01 | Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness within all leads and lifts | 32 | Sqm | |
| 10 | 5.02 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like | 219.6 | Sqm | |
| 11 | 6 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts. | 1995 | Kg | |
| 12 | 7 | Fixing of MS Fabricated Protection Panel 750 mm x750mm made with MS Angle 40 x40 x4 mm for frame, MS Angle 30x30 x3 mm for cover. MS Flat 25 x5mm for fixing of sliding door bolt and MS Sheet( 12gauge) 2.50 mm thick for protection of manhole covers of storage tanks including the cost of cutting and welding of MS angle & in RCC slab, by drilling holes in MS angle & in RCC slab, provision for providing and fixing sliding door bolt 300 x16mm MS Handle 100 mm, Lock and applying a coat of red lead paint & painting two coat with steel paint ( Firoza Blue) complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 7 | Nos | |
| 13 | 8 | Laying jointing of G.I pipes (L.G) ,tube fitting in trenches i/c earth work complete for inlet and scour pipecomplete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts. (L.R) | |||
| 14 | 8.01 | 40mm dia. | 90 | Rmt | |
| 15 | 9 | Fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300mm dia.(i/c brass spindle & as per 2906-1984class-II for dia.> 300 mm) in outlet, Scour and inlet pipe of G.I With M.S flange T-5 i/c welding and fix the sluice valve with flanged pipe complete with bolts nuts,rubber insertion etc.,complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. (L.R) | |||
| 16 | 9.01 | 40mm | 10 | Nos. | |
| 17 | 10 | Providing & Fixing CI Ventilating pipe 100mm dia1 mtr high with CI cawl fixed a top complete in all respct as per the entire satisfaction of Engineer-in-charge within all leads and lifts. | 4 | No. | |
| 18 | 11 | Laying, jointing and testing in trenches galvanized mild steel screwed & socketed /flanged pipes of following diameter and class, tube fittings in trenches i/c carriage of pipes from Sub-Divisional Store to site of work,(Earth work in trenches to be measured and paid for separately) complete in all respect and to the entire satisfaction of the Engineer-in-charge: (LR). | |||
| 19 | 11.01 | 20 mm dia | 2390 | Rmt |
AI Tender Summary
Tender Timeline
Sep 17, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedSep 23, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 24, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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