Retrofitting Of Wss Palli Sharvi In Gp Shilli In Nirmand Block Distt . Kullu ( H . P ) Const Of Storage Tank 17000 Ltr . Capacity , Laying , Jointing And Testing Of Gi Pipe 50Mm Dia 1600 Rmt , 25Mm Dia 600Rmt , 20Mm Dia 1500 Rmt And Providing 130
Tender Value
Ref. Documents
Estimated cost
Bid Submission
15 Feb 2021
0 days left
EMD
13707
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
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Address
Project Description
Retrofitting Of Wss Palli Sharvi In Gp Shilli In Nirmand Block Distt . Kullu ( H . P ) Const Of Storage Tank 17000 Ltr . Capacity , Laying , Jointing And Testing Of Gi Pipe 50Mm Dia 1600 Rmt , 25Mm Dia 600Rmt , 20Mm Dia 1500 Rmt And Providing 130 Nos Household Connection . ) .
BOQ
| Name of Work: Retrofitting of WSS Palli Sharvi in GP Shilli in Nirmand Block Distt. Kullu (H.P) (SH: C/O Storage Tank 17000 Ltr. Capacity, Laying, jointing and testing of GI pipe 50mm dia = 1600 Rmt, 25mm dia = 600Rmt, 20mm dia = 1500 Rmt and Providing 130 No's Household connection.) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in foundation and trenches etc.(for pipes & pits) in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. | 918.21 | Cum | |
| 2 | 2 | Providing and laying cement concrete 1:3:6(1cement: 3sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. a) Foundation and plinth. | 1.32 | Cum | |
| 3 | 3 | Providing and laying cement concrete 1:1 ½ :3(1cement:1 ½ sand:3graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | |||
| 4 | 3.01 | Foundation footing , basis of columns and the like and mass concrete. | 1.98 | Cum | |
| 5 | 3.02 | Walls (any thickness) but not less that 0.10 Mtrs. thick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels. | 3.95 | Cum | |
| 6 | 3.03 | Suspended floor, roof, landing, balconies, shelves and thwir supports balconies, beams girder bressumers and cantilevers upto floor two level. | 0.94 | Cum | |
| 7 | 4 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | |||
| 8 | 4.01 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like | 52.64 | Sqm. | |
| 9 | 4.02 | 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 | 7.8 | Sqm | |
| 10 | 5 | Providing & Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 481 | Kg | |
| 11 | 6 | 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. | 1 | No | |
| 12 | 7 | Laying Jointing of G.I Pipe (;light grade) tube fitting in trenches I/c earth work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. (L.R) | |||
| 13 | 7.01 | Inlet,Oulet & Scour pipe - 32mm | 18 | Rmt. | |
| 14 | 8 | 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. | |||
| 15 | 8.01 | Inlet,Oulet & Scour pipe - 32mm | 2 | No | |
| 16 | 9 | Providing and fixing GMS Ventilating pipe 100mm dia, 1mtr. Height with C.I Cowl fixed at top complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 1 | No | |
| 17 | 10 | Laying, jointing and testing in trenches galvanized mild steel screwed and 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): | |||
| 18 | 10.01 | 50mm dia. | 1600 | Rmt | |
| 19 | 10.02 | 25mm dia. | 600 | Rmt | |
| 20 | 10.03 | 20mm dia. | 1500 | Rmt | |
| 21 | 11 | Providing and installation functional house hold water connection from main service pipe line with 15mm dia (LC) inclusive of laying and jointing GI pipe (Screwed and socketed) and all kinds of tube fittings such as GI Elbow,union,nipples,6mm ferrule ,bib cock etc. complete in all respect within all leads and lifts as per the direction of Engineer in charge. | |||
| 22 | 11.01 | Laying and jointing and testing of GMS tube (LC) 15mm from main service pipe line with in all leads and lifts upto permises of consumer i/c cost of cutting preparing of main line from where connection is to be provided in all respect as per the direction of Engineer in charge. GI Pipe 15mm dia. | 6370 | Rmt. | |
| 23 | 11.02 | Providing and fixing of all fixtures (such as tee,union, elbow, ferrule,bib cock etc) for installation functional water tap to each house/consumer within all leads and lifts as per the direction of Engineer-in-charge. (130Nos household) | 130 | Each |
AI Tender Summary
Tender Timeline
Feb 08, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 15, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 16, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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