Tender For Providing Additional Source To Wss Kishori In Gp Triloknath Distt . Sh Patra Cutting , P F Ms Tank 270 Litrs Capacity 3Nos . , C O Wire Crate Work For Protection Of Intake Chamber , C O Stand Post 3 Nos . , Co Rcc Sector Water Storage T
Tender Value
7.97 Lakhs
Estimated cost
Bid Submission
19 Aug 2019
0 days left
EMD
16000
Bank guarantee accepted
Document Fee
250
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Keylong → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Providing Additional Source To Wss Kishori In Gp Triloknath Distt . Sh Patra Cutting , P F Ms Tank 270 Litrs Capacity 3Nos . , construction of Wire Crate Work For Protection Of Intake Chamber , C O Stand Post 3 Nos . , construction of Rcc Sector Water Storage Tank 15000 Ltrs . Capacity , C O Barbed Wire Fencing Around Storage Tank And P L And Joint
BOQ
| Name of work:- Providing Additional Source to WSS Kishori in GP Triloknath Distt. L&S (SH:- Ptra cutting P/F MS Tank 270 litrs capacity =3Nos. C/o Wire Crate Work for Protection of Intake Chamber, C/o Stand Post =3 Nos., C/o RCC Sector water storage Tank 15000 ltrs. capacity, C/o Barbed wire fencing around storage Tank and P/L and jointing & testing HDPE pipe 50mm dia at RD 0 to 1700=1700 Rmt, 25mm dia at RD 0 to 100=100 Rmt., Distribution line 32mm dia at RD 1700/0-1000 (line for the S/Post) 50mm dia at RD 1700/0-800 (Seprate line for the purpose of Private water connection) and 20mm dia at RD 1700/650/0-200, 1700/750/0-200, 1700/1000/0-200. Estimated cost:797111/- Earnest Money:-16000 Time :6 Months Cost of tender Form: 250/- | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Placing and fixing of already fabricated mild steel tank having clear capacity of 270 litre in position near source complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001113 | 3 | Numbers |
| 2 | 2 | Cutting in earth work and disposal of excavated earth in all kind of soil such as pick work, jumper work, blasting work in soft/ hard rock or chiseling wedging, out soft/ hard rock where blasting is probhibited i/c all leads and lifts complete as per direction of Engineer-in-charge. | 376.7 | Cubic metre | |
| 3 | 3 | Excavation In earth work and dispposal of all excavated earth upto a lead of 20 mtr.and lift upto 1.50 mtr.,disposed earth to be levelled and neatly dressed. including all leads & lifts complete as per direction of Engineer-in-Charge | 33.07 | Cubic metre | |
| 4 | 4 | Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of each work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/ hard rock, where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting, planking, timbering and dewatering where ever required. Stacking usable and unusable material/ soil separately and after laying, 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 within all leads/ lifts including restoration of unmetalled surfaces to its original condition 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 respect with in all leads and lifts as per direction of Engineer-in-Charge. | 1122 | Cubic metre | |
| 5 | 5 | Providing & Laying cement concrete 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation & plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge. | 0.82 | Cubic metre | |
| 6 | 6 | Providing & Laying cement concrete 1:4:8 ( 1 cement : 4 sand : 8graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation & plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge. | 3.31 | Cubic metre | |
| 7 | 7 | Random rubble masonery /polygonal rubble masonary ( Uncoursed/ brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with CC 1 : 6 : 12 ( 1 cement: 6 sand: 12 graded stone aggregate 20mm nominal size) in C.M. 1: 6 (1cement : 6sand) in Breast walls & retaining walls within all leads and lifts as per satisfaction and direction of Engineer-in-charge. | 3.6 | Cubic metre | |
| 8 | 8 | Providing & Laying cement concrete 1:2:4 ( 1 cement : 2 sand : 4graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation & plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge. | 0.03 | Cubic metre | |
| 9 | 9 | Cement concrete flooring 1:2:4 (1cement :2sand 4graded stone aggregate 20mm nominal size ) laid in one layer finished with a floating coat of neat cement 50mm thick with in all leads and lifts as per the direction of Engineer-in-Charge. | 7.56 | Square metre | |
| 10 | 10 | 20 mm cement plaster in single coat on rough side of brick/ stone masonry for interior plastering upto floor two level including arises, internal rounded angles chamfers and/ or rounded angles not exceeding 80mm in girth and finished even and smooth in CM 1:3 (1cement : 3sand) in all leads and lifts as per the direction of Engineer-in-Charge. | 23.04 | Square metre | |
| 11 | 11 | Providing and laying cement concrete 1:1.5:3 ( 1cement: 1.5 sand: 3graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- | |||
| 12 | 11.01 | Foundation, footings, bases of columns and the like and mass concrete with in all leads and lifts as per the direction of Engineer-in-Charge. | 1.94 | Cubic metre | |
| 13 | 11.02 | Walls (any thickness but not exceeding 0.1 metre thickness) including attached pilasters, butresses, plinth and string courses etc. from top of foundation level upto floor two level with in all leads and lifts as per the direction of Engineer-in-Charge. | 3.54 | Cubic metre | |
| 14 | 12 | Providing and laying cement concrete 1:2:4 ( 1cement: 2sand: 4graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- | |||
| 15 | 12.01 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and cantilevers up to floor two levels with in all leads and lifts as per direction of Engineer-in-Charge. | 0.73 | Cubic metre | |
| 16 | 13 | Providing form work with steel plates of 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish including centring , shuttering, strutting, propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plain concrete work in:- | |||
| 17 | 13.01 | Veritcal surface such as wall ( any thickness) partition and the like including attached pilaster, butresses, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in-Charge. | 62.92 | Square metre | |
| 18 | 13.02 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like, floors etc upto 200 mm in thickness with in all leads and lifts as per direction of Engineer-in-Charge. | 7.43 | Square metre | |
| 19 | 14 | Providing Mild/TOR steel reinforcement for RCC work i/c bending, binding & placing in position complete up to floor two level (TOR/Mild steel ) in all leads and lifts as per direction of Engineer-in charge. | 624 | Kilogram | |
| 20 | 15 | Providing and fixing man hole cover with angle iron 50x50x4mm thick with base frame) civered with MS Sheet 2mm thick with alllocking arrangements to avoid social activities complete in all leads and lifts as per direction of the Engineer-in-charge. | 1 | Numbers | |
| 21 | 16 | P/F Scouring arrangment with 50mm dia, with outlet pipe (HDPE pipe 50mm OD as per (IS 4984-1998) PN 10, PE-63) | 6 | Running metre | |
| 22 | 17 | Providing and fixing brass full way valve with wheel (with hand wheel) as per IS 780 class X of nominal dia class PN-I socur, Inlet (suction pipe) complete in all leads and lifts as per direction of Engineer-in charge. (50mm Dia for Scour pipe & Line-I) | 2 | Numbers | |
| 23 | 18 | Providing and fixing brass full way valve with wheel (with hand wheel) as per IS 780 class X of nominal dia class PN-I socur, Inlet (suction pipe) complete in all leads and lifts as per direction of Engineer-in charge. (32mm Dia for Line- II) | 1 | Numbers | |
| 24 | 19 | 1.80 metre high fencing with 2.50 metres MS angle iron post with 300mm girth (miminum) 2.50metre centre to centre with nine horizontal lines and two diagonals of galvanized steel bar bed wire (IS:278-1962 Type-I) weighting 9.38kg/100metre (miminum) strained and fixed to posts complete within all leads and lifts as per satisfaction and direction of Engineer-in-charge. (Labour Rate) | 20 | Running Metre | |
| 25 | 20 | Steel work welded in built up sections trusses and framed work including cutting ,hoisting fixing in position and applying a priming coat of red lead paint complete with in all leads and lifts as per direction of Engineer-in-Charge. | 21.83 | Kilogram | |
| 26 | 21 | Wire crate of interlink chain filled with boulder with square cut faces against the chain( interlink chanin to be measured and paid separately) in all leads and lifts as per the direction of Engineer-in-Charge. | 56.48 | Cubic metre | |
| 27 | 22 | Wire crate made of interlink chain filled with boulder with square cut faces against the wire ( Boulder filling to be measured and paid separately) interlinked chain 5mm thick corresponding to SWG. 6 (15cmX 15cm) mesh as per the direction of Engineer-in-Charge. (Labour Rate) | 250 | Square metre | |
| 28 | 23 | Laying, Jointing & Testing of HDPE pipe of following dia in trenches 10.00Kg PN 10kgf/cm^2 working pressure having grade (PE-80) as per IS :4984-2016 complete with in all lead and lift as per direction of Engineer-in-Charge (earth work in trenches to be meausred and paid for separately). | |||
| 29 | 23.01 | HDPE pipe 50 mm OD PN-10 as (IS: 4984-2016) PE-80 | 2500 | Running metre | |
| 30 | 23.02 | HDPE pipe 32 mm OD PN-10 as (IS: 4984-2016) PE-80 | 1000 | Running metre | |
| 31 | 23.03 | HDPE pipe 25 mm OD PN-10 as (IS: 4984-2016) PE-80 | 100 | Running metre | |
| 32 | 23.04 | HDPE pipe 20 mm OD PN-12.50 as (IS: 4984-2016) PE-80 | 600 | Running metre |
AI Tender Summary
Tender Timeline
Aug 08, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedAug 19, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 20, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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