Water Resources and Irrigation Government Departments Closing in 0 days TDR #34337747

Providing Sewerage Scheme To Garola And Adjoining Area, Tehsil Bharmour Distt Chamba Sh Construction Of 0.60 Mld Sewage Treatment Plant Sewer Network

Issued by Government Departments · bharmour, Himachal Pradesh
Tender Value
5.44 Crore
Estimated cost
Bid Submission
26 Oct 2022
0 days left
EMD
5.44 Lakhs
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
bharmour → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Providing Sewerage Scheme To Garola And Adjoining Area, Tehsil Bharmour Distt Chamba Sh Construction Of 0.60 Mld Sewage Treatment Plant Sewer Network

BOQ

Name of Work: Providing Sewerage Scheme to Garola and Adjoining Area Tehsil Bharmour Distt. Chamba, Himachal Pradesh SHConstruction of 0.60 MLD Sewage Treatment Plant Sewer Network
Sl. No. Item Description
1Construction of Sewage Treatment Plant of 0.60 MLD capacity based on Latest Technology comprising of integrated natural treatment system, including evolving of hydraulic & structural designs & drawings, planning, testing and commissioning of treatment facility. The Sewage Treatment Plant should be capable of treating domestic raw sewage having characteristics of BOD =350 mg/litre & suspended Solids =650 mg/litre and the characteristics of treated /disposable effluent should comply with the standards as per the norms of H.P. State Pollution Control Board i.e. PH = 6.5- 9, BOD = 10 mg/litre, COD = 50 mg/litre, TSS = 50 mg /litre, Faecal Coliform (MPN /1000 ml) <100, N - Total = 10 mg/litre, NH4- N =5 mg/litre. The scope of work includes construction of Inlet Chamber (1 No.), Screen Chamber (2 No.), Grit Channel (2 No.), Distribution Box (1 No.), Anoxic Reactor (2 No., ), Moving Bed Biofilm Reactor Unit (2 No., MCRT 40 Days, nitrification), Tube Settler (2 No.), Constructed Wetlands for nitrogen and phosphorous removal (4 Nos., Area 113 Sq. m., Depth 1.5 meter), Sludge Drying Beds (4 No.) with covering arrangements with polycarbonate sheet (6mm thick), Multi Media Filter, Chlorine Contact Tank, Interconnectivity pipe of STP & Effluent Pipe, Boundary wall with Fencing Panel around the S.T.P Yard (P&F), Steel Gate (P&F), Interconnecting Path, Railing and Access Ladder, Plant Building/Chowkidhar Room (plinth area 80.50 sq.m.), providing and installation of Electro - Mechanic Equipment’s, providing and installation Laboratory Equipments, Providing and fixing of yard lighting around STP with in all leads and lifts complete in all respect as per the entire satisfaction of Engineer-in-charge (as per chapter No. vi(a), vi(b), vi (c). 3 Months of successful trial run as per the provisions of Manual on Sewerage & Sewage Treatment published by CPHEEO Manual (Latest edition).
2Excavation in foundation ( trenches for pipes and M/holes) upto all depths in all classification of earth work such as pick work, jumper work, blasting soft/hard rock or chieselling soft/hard rock where blasting is prohibited, cutting of matelled bitumenous roads / pucca pavements i/c saturated soil/ bailing or pumping out water in all lifts including trimming and dressing of sides,levelling of beds to correct grade including shoring,strutting, planking, timbering and dewatering wherever required, stacking the useable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the useable soil to trenches in 15cm (fifteen centimeters)layers including consolidating of each deposited layer by ramming and watering and then disposing of all surplus excavated soil,un-usable materials as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and also including cost of diversion of traffic,night signals,fixing caution boards,crossing over trenches for access to houses,fencing etc.complete in all respects within all leads and lifts as per the directions of Engineer-in-charge.
3Excavation in earth work and disposal of excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed in Pick-Jumper work.
4Providing and laying Cement Concrete 1:4:8(1cement,4Sand,8 Stone Agrregate 40 mm Nominal Size & Curing Complete exculding the cost of from work and reinforcement for reinforced concrete work
5Foundation and plinth
6Providing 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
7In Foundation and Plinth
8Walls (any thickness but not less then 0.10 mm thickness attached pilasters, buttresses, plinth & string courses.)
9In suspended floors, roofs, landing and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level
10Lintels, beams girders bressumers and cantilevers upto floor two level.
11Arches upto floor two level.
12Providing from work with steel plates 3.15mm thickwelded 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 & centeringbelow supportingfloor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete & plain concrete work in
13Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc.up to 200mm in thickness.
14Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like.
15Providing form work of ordinary timber plankings so as to give a rough finish including centring, shuttering, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain concrete work in arches upto 6 metres span.
16Providing mild steel/ tor steel reinforcement for R.C.C work including bending, binding &placing in position complete upto floor two level
17Applying cement slurry on RCC Slab or cement concrete work
18Providing and fixing CI Rungs
19Providing & Fixing Pre Cast SFRC Manhole cover having size of 560 mm internal dia (Medium Duty) with in all leads and lifts complete in all respect.
20Providing and fixing of 3.15mm MS Sheet Manhole cover 600X600mm with locking arrangement
21Providing & laying cement concrete 1:4:8(1cement: 4sand: 8graded stone aggregate 40mm nominal size) and curing complete excluding cost of form workin foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge
22Foundation and plinth
23Providing and laying Cement Concrete 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
24In suspended floors, roofs, landing and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level
252nd Class brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:4 (1 cement :4 Sand)
2620 mm cement plaster in two 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 1:6 (one cement :six sand) inner side i/c cost and carriage of material with in all leads,lifts and other incidentials.
27Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 40mm nominal size) excluding cost of centring & shuttering in.
28Foundation and Plinth.
29White washing with lime on undecorated wall surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt, dust, mortar dirt and other foreign matter.
30Laying in trenches, galvanized mild steel tubes (light grade), tube fittings (earth work in trenches to be measured & paid for separately).65mm nominal bore
31Providing and fixing sand cast/cast iron spun spigot and socket soil, waste and ventilating pipes (lead caulked joints to be measured and paid for separately) 100mm nominal size.
32Providing and fixing Cast Iron Cowl 100mm nominal diameter.
33Providing and fixing Cast Iron Sluice Valve (IS 14846:2000) 65mm nominal bore
34Laying, jointing and testing in trenches to be levelled to grade, centrifugalcement mortar lined ductile iron(spun) pressure pipes confirming to BIS 8923-2000 class K-7,suitable for tyton (push on joints ) including , tees, collars, tapers (if required) crosses, short pieces , tail pieces, plugs of required sizes i/c cutting pieces, chamfering where- ever required (earth work in trenches and cost of joints to be measured and paidfor separately) including carriage with in all leads and lifts complete in all respects to the best satisfaction of the Engineer-in-Charge of the following nominal diameters.
35150mm dia
36200mm dia
37250mm dia
38laying and jointing HDPE pipe (confirming to PE80 PN8 DN160 IS 14333: 1996) in proper position by butt fusion joining procedure including hydraulic testing as per relevant IS Code, complete with all material for joining procedure like butt fusion welding machine with hydraulic jack, top loading clamp etc. pump and accessories for hydraulic testing and all labours as directed by engineer in charge as confirming to IS-7634 (Part II): 2012 amended upto date).
39160 mm OD of HDPE Pipe (HDPE PIPE PE80 PN8 DN160 IS 14333: 1996)
40Providing 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.
41Providing and fixing DI Plug 150 mm Dia complete in all respect and as per latest amendments or Edition.
42Providing 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
43Providing and fixingall socket DI Tee / Cross as per per IS 8329 or latest additional amendments i/c carriage of material with in all leads and liftscomplete in all respect
44Inspection Vehicle (Mahindra Bolero ) Camper 2 WD AC ZX-(BS6)

AI Tender Summary

OUR REF NO 34337747
AUTHORITY Government Departments
TENDER VALUE 5.44 Crore
LAST DATE 26-10-2022
Authority
Authority Name Irrigation And Public Health Department
Work Description Providing Sewerage Scheme To Garola And Adjoining Area, Tehsil Bharmour Distt Chamba Sh Construction Of 0.60 Mld Sewage Treatment Plant Sewer Network
Basic Detail
Tender No No-EE-JSD-BMR-GA--5800-10 dated 12/10/2022
Bidding Type Tender
Location
City bharmour
State Himachal Pradesh
Key Dates
Publish Date 12 Oct 2022
Submission Date 26 Oct 2022
Open Date 27 Oct 2022
Finance
Tender Value 5.44 Crore
Tender Fee 2500
EMD 5.44 Lakhs
Exemption Not Available
Document List
c15819d0-cc9b-4184-b7cf-d76212989ba5.html
BOQ_99861.xls
c4.pdf
contourplan.pdf
fsix.pdf
leadchart.pdf
stpc.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 12, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 26, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 27, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

c15819d0-cc9b-4184-b7cf-d76212989ba5.html

xls

BOQ_99861.xls

pdf

c4.pdf

pdf

contourplan.pdf

pdf

fsix.pdf

pdf

leadchart.pdf

pdf

stpc.pdf

pdf

Tendernotice_1.pdf

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