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Providing Sewerage Scheme To Bangana Town And Adjoining Area In Tehsil Bangana Distt Una Sh Construction Of 400 Kld Capacity Sewage Treatment Plant Based On Mbbr Technology Tertiary Treatment Through Constructed Wetland And Providing Suitable Netwo, Providing Sewerage Scheme to Bangana Town-Himachal Pradesh

Irrigation And Public Health Department has published Providing Sewerage Scheme To Bangana Town And Adjoining Area In Tehsil Bangana Distt Una Sh Construction Of 400 Kld Capacity Sewage Treatment Plant Based On Mbbr Technology Tertiary Treatment Through Constructed Wetland And Providing Suitable Netwo. Submission Date for this Tender is 23-07-2020. Sewage Treatment Plant Tenders in Providing Sewerage Scheme to Bangana Town Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

24841926
Providing Sewerage Scheme To Bangana Town And Adjoining Area In Tehsil Bangana Distt Una Sh Construction Of 400 Kld Capacity Sewage Treatment Plant Based On Mbbr Technology Tertiary Treatment Through Constructed Wetland And Providing Suitable Netwo
Open Tender
Indian
Himachal Pradesh
Providing Sewerage Scheme to Bangana Town
23-07-2020

Tender Details

Providing Sewerage Scheme To Bangana Town And Adjoining Area In Tehsil Bangana Distt Una Sh Construction Of 400 Kld Capacity Sewage Treatment Plant Based On Mbbr Technology Tertiary Treatment Through Constructed Wetland And Providing Suitable Network Thereof Including Operation Maintenance Of Stp For One Year .

Key Value

Document Fees
INR 2500 /-
EMD
INR 574566.0 /-
Tender Value
INR 5.42 Crore /-

BOQ Items

Name of Work : Providing Sewerage Scheme to Bangana Town and adjoining area in Tehsil Bangana Distt Una (SH:- Construction of 400 KLD Capacity Sewage Treatment Plant Based On MBBR Technology & Tertiary Treatment Through Constructed Wetland and providing suitable network thereof including operation & maintenance of Sewage treatment plant for one year up to the desired characteristics )PHASE-1st
Sl. No. Item Description Item Code / Make Quantity Units
1 1 A1: Sewerage Treatment Plant
2 1.01 Design, Construction and commissioning of Sewage Teatment Plant of 400 KLD capacity based on Moving Bed Biofilm Reactor ( M.B.B.R.) technology complete in all respect.The cost shall include all components viz.i) Civil work including Site development C/o inlet chamber, screen chamber, Anoxic reactor, MBBR tank, Nitrification Tank, tube setler, wet well and P/house 50 Sqmt.& pumping machinary with allied accessories, collection box-grit channel, D. box, Sludge thickner, chlorine contact tank, Plant building 100 sqmt. with electrification & sanitary fittings etc., filterate sump, walk way railing & Access ladders, inter connection path, Providing and fixing of Steel gate, woven plain GI wire fencing,ii) Mechanical and elecrical equipment (Autometic centrifugal driver) & sludge drawing bed, Silent DG set suitable capacity, S/E of Electro- mech. equipment i/c Automation, Providing laborartory equipments and SBC test for soil complete and all other allied works.The characteristic of raw sewage are BOD=375 MG/L AND SS=750 MG/L and characteristics of treated sewage shall be PH=6.5-9.0,BOD<_10 MG/L,COD,<_50 MG/L,TSS<_20 MG/L,NH4-N<_5 MG/L.N-total <_10 MG/L & Fecal coliform (MNP/100 ML) < 100. The cost shall be include the construction of all the components as per scope of work, design parameters, terms & condition, technical specification including all other works as per manual on sewerage & sewage, tretment published by CHPEEO Ministry of Urban Development, New Dehli (Latest) and as per relevant IS Code will be include the trial run period of STP for 180 days as per special terms & conditions of the contract document. 1 Job
3 2 A2: C/O Mainhole chambers, Inspection Chamber, flushing Tanks and P/Laying of DI pipe network and repair of damaged roads
4 2.01 Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning the excavated soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled surfaces to its original condition and including cost of diversion of traffic, night signal, boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects as per the direction of Engineer-in-charge in all leads and lifts. 7420.33 Cum
5 2.02 Providing and laying Cement Concrete 1:4:8(1cement, 4Sand,8 Stone Agrregate 40 mm Nominal Size & and curing complete excluding the cost of form work in foundation and plinth complete in all respect all leads and lifts and as per the direction of the Engineer-in-Charge.
6 2.03 Foundation and plinth 135.11 Cum
7 2.04 Providing and laying Cement Concrete (M20) But not less than 1:2:4 (1cement,2 Sand,4 Stone Agrregate 40 mm Nominal Size & Curing Complete exculding the cost of from work and reinforcement for reinforced concrete work
8 2.05 a) In suspended floors, roofs, landing and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level complete in all respect all leads and lifts and as per the direction of the Engineer-in-Charge. 3.71 Cum
9 2.06 Providing and laying Cement Concrete M30 (Design Mix) But not less than 1:1.5:3 & Curing Complete exculding the cost of from work and reinforcement for reinforced concrete work
10 2.07 a)In Foundation and Plinth complete in all respect all leads and lifts and as per the direction of the Engineer-in-Charge. 213.83 Cum
11 2.08 B.) Walls (any thickness but not less then 0.10 mm thickness attached pilasters, buttresses, plinth & string courses.) complete in all respect all leads and lifts and as per the direction of the Engineer-in-Charge. 367.83 Cum
12 2.09 C) In suspended floors, roofs, landing and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level complete in all respect all leads and lifts and as per the direction of the Engineer-in-Charge. 197.35 Cum
13 2.1 Providing from work with steel plates 3.15mm thick welded with angle iron frames 30x30x5mm so as to give fair finish including centering, shuttering, strutting and propping etc. with wooden battens and Ballies height of propping & centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete & plain concrete work in
14 2.11 A) Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc.up to 200mm in thickness complete in all respect all leads and lifts and as per the direction of the Engineer-in-Charge. 248.35 Sq.mtr
15 2.12 B) Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respect all leads and lifts and as per the direction of the Engineer-in-Charge. 4417.32 Sq.mtr
16 2.13 1st Class brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:4 (1 cement :4 Sand) complete in all respect all leads and lifts and as per the direction of the Engineer-in-Charge. 8.42 Cum
17 2.14 20 mm cement plaster in single coats on rough side of brick /concrete/stone wall for interior plastering upto floor two level i/c arrires.intrenal rounded angles,chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth cement mortar 1:4 (one cement :4 sand) inner side i/c cost and carriage of material with in all leads,lifts and other incidentials. 25.56 Sqm
18 2.15 Providing mild steel/ tor steel reinforcement for R.C.C work including bending, binding &placing in position complete upto floor two level complete in all respect all leads and lifts and as per the direction of the Engineer-in-Charge. 46120.2 Kg
19 2.16 Applying cement slurey on RCC Slab or cement concrete work complete in all respect all leads and lifts and as per the direction of the Engineer-in-Charge. 1295.83 Sqm
20 2.17 Providing and fixing CI Rungs 200 mm wide complete in all respect all leads and lifts and as per the direction of the Engineer-in-Charge. 981 Nos.
21 2.18 Providing & Fixing Cast SFRC Manhole cover having size of 560 mm internal dia (Heavy Duty) with in all leads and lifts complete in all respect. 283 Nos.
22 2.19 Providinf and fixing C.I. manhole cover with frame ( Light duty-single seal pattern 500 mm internal dia,total weight of cover and frame to be not lessthan 58 Kg in all leads and lifts complete in all respect. 3 Nos.
23 2.2 Providing , laying, jointing and testing in trenches GMS pipes ( light grade) confirming to ISI specification including commissioning and cost of all fittings in respect of following diameters in system (Earth work in trenches to be measured and paid for separately) including entire carriage of material in all leads and lifts as per the directoon of the Engineer-in-charge.
24 2.21 32 mm dia 600 Rmts
25 2.22 65 mm dia 3600 Rmts
26 2.23 300 mm dia 60 Rmts
27 2.24 Providing and fixing 65 mm dia C.I. sluice valve with hand wheel as per I.S. 780 class upto 300 mm dia including brass spindle and as per I.s.2906class-II diametersmore than 300 mm complete with bolts nuts rubberinsertion etc. (The tail piece if required shall be measured and paid for seperately including entire carriage of material in all leads and lifts as per the directoon of the Engineer-in-charge. 15 Nos.
28 2.25 Steel work in built up section ,trusses and framed work including cutting hoisting and fixing in position and applying a priming coat of read lead paint in grating. framed guard bars ladders railing brackets and similar works including entire carriage of material in all leads and lifts as per the directoon of the Engineer-in-charge. 90 Kg
29 2.26 Providing,laying,jointing and testing of DI pipe spigot and socketed pipe with CML(SBR tyton push on joint) i/c cost of bend as per required degree complete in all respects as per IS 8329-2900 Class K7 Dimensions weight and test pressuers in all respect and as per latest amendments or Edition including entire carriage of material in all leads and lifts as per the directoon of the Engineer-in-charge.
30 2.27 a) 150 mm Dia 5355 Rmts
31 2.28 b) 200 mm Dia 2245 Rmts
32 2.29 Providing and fixing double socket flanged Y Tee 150x150 mm Dia as per IS8329--2900 complete in all respect with in all leads and lifts and as per latest amendments or Edition including entire carriage of material in all leads and lifts as per the directoon of the Engineer-in-charge. 40 Nos.
33 2.3 Providing and fixing DI Plug 150 mm Dia complete in all respect and as per latest amendments or Edition. 90 Nos.
34 2.31 Providing and jointing tyton (Push on joints) to Ductile iron pipe and fitting i/c testing of the joints,cost of rubber gasket(EDPM Quality) conferming to IS 3382 (Lastest edition /amendments) complete in all respect with in all leads and lifts.and as per latest amendments or Edition.
35 2.32 150 mm Dia 1004 Nos.
36 2.33 200 mm Dia 374 Nos.
37 2.34 Providing and fixing Cast Steel Sluice Valve 150 mm Dia i/c all allied arrangements complete in all respect including entire carriage of material in all leads and lifts as per the directoon of the Engineer-in-charge. 12 Nos.
38 2.35 Providing and fixing all socket DI Tee / Cross as per per IS 8329 or latest additional amendments i/c carriage of material with in all leads and lifts complete in all respect including entire carriage of material in all leads and lifts as per the directoon of the Engineer-in-charge. 10 Nos.
39 2.36 Repair Of PWD Road to be Damaged During Laying of Sewer Line including entire carriage of material in all leads and lifts as per the directoon of the Engineer-in-charge. 1620 Metre
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