Providing Wss Ropru Thanedhar In Nirmand Block Distt . Kullu-Hp Rcc Head Weir Intake Chamber Sedimentation Tank Filter Tank Units Sector Storage Tank 5000 10000 24000 Litres Cap . Laying Jointing And Testing Of Gi Pipe 20 Mm Dia 2680 Rmt , 25Mm D
Tender Value
Ref. Documents
Estimated cost
Bid Submission
30 Mar 2021
0 days left
EMD
73621
Bank guarantee accepted
Document Fee
800
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
Providing Wss Ropru Thanedhar In Nirmand Block Distt . Kullu-Hp Rcc Head Weir Intake Chamber Sedimentation Tank Filter Tank Units Sector Storage Tank 5000 10000 24000 Litres Cap . Laying Jointing And Testing Of Gi Pipe 20 Mm Dia 2680 Rmt , 25Mm Dia 3720 Rmt , 32 Mm Dia G . I Pipe 1730
BOQ
| Name of Work: Providing WSS Ropru Thanedhar in Anni Block Distt. Kullu (SH: C/O RCC Head weir , C/O Intake chamber, C/O Sedimentation tank, Filter Tank units, C/O Sector Storage Tank 5000, 10000 & 24000 litres cap. Laying, jointing and testing of GI pipe 20 mm dia = 2680 Rmt, 25mm dia = 3720 Rmt, & 32 mm dia G.I pipe =1730mm, 65 mm dia =1450 mts and Providing functional households water supply connection for 276 No's and barbed fencing work around civil Structures (under Jal Jeevan Mission.) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in foundation trenches etc in earth work in all iind of soil lift up to 1.5mtr. Stacking the excavated soil not more than 3 metere away form the edge of excavation and then returning the stacked soil in 15cm layer when required in to plinth and sides of foundations, consolidating each deposited layer by raming, watering and then disposing of all surplus excavated earth as directed within a lead of 20 meters in pick jumper work in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 213.46 | Cum | |
| 2 | 1.01 | Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of earth work such as pick work, jumper work, situated soil including bailing or pumping out of water, blasting soft or hard rock or chiseling or wedding out of soft/hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides, labeling of beds to correct grade including shoring, strutting, planking, timbering and dewatering wherever required. Stacking usable and unusable material /soil separately and after lying jointing and testing of pipes, returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed with in all leads/ lifts including restoration of un-metalled surfaces to its original conditions and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. Complete in all respects within all lee\ads and lifts as per direction of the Engineer-in-Charge. | 2753.35 | Cum | |
| 3 | 2 | Providing and laying cement concrete 1:4:8(1cement: 4sand: 8 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. | 0.64 | Cum | |
| 4 | 3 | 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. | 31.8 | Cum | |
| 5 | 4 | 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. | |||
| 6 | 4.01 | Foundation footing , basis of columns and the like and mass concrete. | 25.28 | Cum | |
| 7 | 4.02 | 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. | 62.06 | Cum | |
| 8 | 4.03 | Suspended floor, roof, landing, balconies, shelves and thwir supports balconies, beams girder bressumers and cantilevers upto floor two level. | 3.54 | Cum | |
| 9 | 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. | 10342.1 | Kg | |
| 10 | 6 | 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. | |||
| 11 | 6.01 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like | 663.43 | Sqm. | |
| 12 | 6.02 | 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 | 27.76 | Sqm | |
| 13 | 7 | Providing and laying cement concrete 1:510(1cement: 5sand: 10 graded stone agg.40mm nominal size) with 15% plum and curing complete excluding cost of form work in Retaining /Breast walls the size of plums shall usually be 150mm to 300mm as per the specification complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 4.22 | cum | |
| 14 | 8 | Providing and 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. | 8 | each | |
| 15 | 9 | 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. for Scour pipe, Out let pipe & inlet pipe (Labour Rate) | |||
| 16 | 9.01 | G.I pipe 32mm (LC) S/S | 36 | Rmt. | |
| 17 | 9.02 | G.I pipe 40mm (LC) S/S | 18 | Rmt. | |
| 18 | 9.03 | G.I pipe 65mm (LC) S/S | 18 | Rmt. | |
| 19 | 9.04 | G.I pipe 80mm (LC) S/S | 27 | Rmt. | |
| 20 | 10 | Providing and 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. for Scour pipe, Out let pipe & inlet pipe | |||
| 21 | 10.01 | 65mm | 3 | Nos | |
| 22 | 10.02 | 80mm | 6 | Nos | |
| 23 | 11 | P/F C.I Ventilating pipe 100 mm dia 1 mt height, with C.I cowl fixed at top of pipe ,complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 3 | No | |
| 24 | 12 | Providing & fixing of Brass full way wheel of superior quality IS mark of following dia. With in all lead & lift complete in all respect as per the direction of Engineer in charge. in outlet, Scour and inlet pipe of G.I complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | |||
| 25 | 12.01 | 20mm diameter | 5 | Nos | |
| 26 | 12.02 | 25 mm diameter | 8 | Nos | |
| 27 | 12.03 | 32 mm diameter | 7 | Nos | |
| 28 | 12.04 | 40 mm diameter | 3 | Nos | |
| 29 | 12.05 | 65 mm diameter | 2 | Nos | |
| 30 | 13 | Providing and placiang in horizontal layers filtering media dully graded ,screened washed and cleaned as specified Engineer-in-charge within all leads and lifts.as per the direction of Engineer-in-charge. | |||
| 31 | 13.01 | Top layer:- Fine sand (eff.size 0.20mm to 0.40mm and uniformity-co-eff.2.00 to 3.00 from approved quarry in all leads and lifts. | 37.95 | cum | |
| 32 | 13.02 | 2nd layer:- Coarse sand 3mm to 6mm from approved quarry in all leads and lifts. | 6.7 | cum | |
| 33 | 13.03 | 3rd layer:- Bajri 6mm to 20mm from approved quarry in all leads and lifts. | 3.35 | cum | |
| 34 | 13.04 | 4th layer:- Bajri 20mm to 25mm from approved quarry in all leads and lifts | 4.47 | cum | |
| 35 | 13.05 | 5th Layer:- Broken stone 50mm to 75mm from approved quarry in all leads and lifts | 6.7 | cum | |
| 36 | 14 | Providing and laying cement concrete 1:2 :4(1cement:2 sand:4graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete workin Suspended floor, roof, landing, balconies, shelves and thwir supports balconies, beams girder bressumers and cantilevers upto floor two level, complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 1.98 | Cum | |
| 37 | 15 | Providing and laying of RCC precast slab size 300X 400 & 50 mm sizein cement concrete 1:2:4 (1cement:2 sand:4graded stone agg. of 20mm nominal size) and curing complete i/c cost of steel & form work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 44.65 | Sqn | |
| 38 | 16 | Laying, jointing and testing in trenches galvanized mild steel screwed and socketed/flanged pipes of following diameter and class, in trenches i/c carriage of pipes from Divisional Store to site of work,including manfacturing reducers/ tapers, all short pieces and G.I bends, Tee, G.I Unions etc. as per site requirement and made from parent tubes ( to be measured and paid alongwith pipes). The rate also includes , flushing,cleaning hydraulic testing of Pipes, complete to the statisfaction of Engineer-in charge with in all lead & lift (Earth work in trenches will be measured & paid seperaly) (Labour Rate) | |||
| 39 | 16.01 | G.I pipe 20mm dia.( LC) S/S | 2680 | Rmt. | |
| 40 | 16.02 | G.I pipe 25mm dia.( LC) S/S | 3720 | Rmt. | |
| 41 | 16.03 | G.I pipe 32mm dia.( LC) S/S | 1730 | Rmt. | |
| 42 | 16.04 | G.I pipe 65mm dia.( LC) S/S | 1450 | Rmt. | |
| 43 | 17 | Providing and installation drinking water house hold connection from main service pipe line with 15mm dia 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. | |||
| 44 | 17.01 | 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. | 24012 | Rmt. | |
| 45 | 17.02 | 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. (276Nos household) | 276 | Each | |
| 46 | 18 | Steel work in single sections including cutting,hoisting,fixing in position and applying a priming coat of red lead paint iIn single stanchions composed of rolled steel joists or channels with caps bases ,splices ,angles ,brackets etc. within all leads and lifts as per the direction of Engineer-in-charge.\n | 523.23 | Kg | |
| 47 | 19 | Providing & fixing of 1.80 metre high fencing with 2.50 metre angle Iron post 50X50X6 mm , 2.50 metre centre to centre with nine horizontal lines and two diagonals of galvanised steel bar bed wire (IS:278-1962 type-I) weighing 9.38 kg/per 100 metre (minimum) strained and fixed to posts with G.I. staples, straining, i/c cost of providing red oxide paint and cost of barbed wire etc. complete within all leads and lifts as per the direction of Engineer-in-charge.\n | 150.24 | Rmt |
AI Tender Summary
Tender Timeline
Mar 23, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMar 30, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 31, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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