Chennai Metropolitan Water Supply And Sewerage Board Tender
... More
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Chennai Metropolitan Water Supply And Sewerage Board - CMWSSB Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date30 Jan 2025
Closing Soon6 Mar 2025
Tender AmountRefer Documents
Costs
EMD
₹ 11,56,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_CMWSS_521828_1Tender No
CNT/SEW/NCB/VCVT/3653/2024-25Tender Authority
Chennai Metropolitan Water Supply And Sewerage Board ViewPurchaser Address
-Website
http://https://chennaimetrowater.tn.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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295/250mm OD/ID DWC PE or PP Pipe
-
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-
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at 1.5 m deep
865
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at 2 m deep
152
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-
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Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete
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Non Bus Route
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295/250mm OD/ID DWC PE or PP Pipe
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at 2.5 m deep
189
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at 3.0 m deep
54
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at 3.5 m deep
105
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358/300mm OD/ID DWC PE or PP pipe
-
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at 3.5 m deep
19
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480/400mm OD/ID DWC PE or PP pipe
-
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at 3.5 m deep
90
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480/400mm OD/ID DWC PE or PP pipe
-
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at 3.5 m deep
238
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Supply, delivery of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536, laying, jointing and testing CI pipes (LA class) including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering the pipes in to the trenches, aligning, making rubber joints, testing CI pipes, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including timbering the trenches for the depths of 2.5m and above, pumping out sub soil water etc., complete. (For Gravity Sewers)
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Non Bus Route
-
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900mm dia CI pipe
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at 5.5 m deep
53
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Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 40mm gauge hard broken stone jelly & SRC for Plain cement concrete works including laying in layers of not more than 15cm thick,compacting, curing etc complete for encasing and end concrete.
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Non Bus Route
33
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Bus Route
6
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Construction of Machine Holes using sulphate resistant cement at various depths to invert including earthwork excavation as per SS 20B, laying cement concrete in C.M. 1:3:6 using Crushed stone sand (M sand) and 40mm B.G.jelly for foundation, sinking well kerb below G.L. for 4.5m depth and above, pumping, timbering charges for 2.5m depth and above, stock brick work in C.M. 1:3, for 23cm thick wall and over 23cm thick wall, plastering interior with C.M. 1:3, 20mm thick and exterior with C.M. 1:3, 12mm thick, laying plain cement concrete 1:3:6 using 12.0mm to 20mm B.G.jelly fixing the frame, providing C.I. steps, Machine Hole cover and frame, benching and channelling including refilling the trench with excavated earth and disposal of surplus earth etc. complete for the following sizes for each Machine Hole
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1.05mx 0.9m
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Non Bus Route
-
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at 1.5m deep
40
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Construction of Precast circular RCC Machine Holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B including timbering and pumping charges(for 2.5m depth and above),Providing Plain Cement Concrete 1:1.5:3 using 20mm B.G. jelly for foundation,supplying and filling sand for bedding, Providing base units of 1m height(base slab and sidewall),riser unit (without corbel) of varying heights to suit the various depth requirements and roof slab including cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles including material and labour cost, Providing CI steps,fixing FRC Machine Hole frame and door,benching and channelling ,refilling with excavated earth and disposal of surplus earth, joining of precast units by grouting with CM1:1 and polyurethane based water proofing compound 1% (by weight of cement ) at shear key and protruded bars- grout holes locations,Cost of conveyance and erection charges of precast Machine Holes at the required position as directed by the engineer at site including testing the Machine Hole with water for 48 hours to check water tightness and rectifying the defects if anyfor the following sizes and depths.
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Non Bus Route
-
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1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
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-
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at 2.0m deep
7
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-
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at 2.5m deep
8
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Construction of RCC Machine Holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC Machine Hole cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the Machine Hole with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of Machine Holes.
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Non Bus Route
-
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1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
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-
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at 3.0m deep
3
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-
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at 3.5m deep
20
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-
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at 5.5m deep
3
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1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
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-
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at 3.5m deep
9
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-
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Supplying and fixing 150mm dia MS Ventilating columns 6.0m length with CI Base for Ventilating column, Wire Cowl, Supplying, Laying, Jointing and Testing of 150mm dia stoneware pipe to a length of 6m for each column with 100mm SW stopper including cost of joining materials such as cement, sand and spun yarn with necessary civil works for construction of Masonry Pillars, earthwork excavation, refilling etc., complete.
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Non Bus Route
4
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Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites.
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Non Bus Route
3048
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Bus Route
238
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Road Cutting
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Non Bus Route
-
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Asphalt Road
1443
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Bus Route
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Asphalt Road
297
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Cutting DWC Pipes
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250mm
51
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300mm
2
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400mm
99
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Cutting CI Pipes
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900mm dia CI pipe
3
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Providing House service connection: Supplying, laying jointing and testing UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete
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Non Bus Route
-
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110mm dia upto a depth of 1.0m
2722
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160mm dia upto a depth of 1.5m
680
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Bus Route
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110mm dia upto a depth of 1.0m
302
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160mm dia upto a depth of 1.5m
76
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Supplying and filling with stone dust for bedding for a thickness of 10cm and back fill envelope for a thickness of 150mm above the crown of the pipe, including ramming, consolidation etc., complete.
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Non Bus Route
-
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Bedding
144
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Bus Route
-
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-
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Bedding
30
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Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement.(for DWC PE or PP pipe length).
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Non Bus Route
2684
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Bus Route
856
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Disposal of surplus earth (for DWC PE or PP pipe length)
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Non Bus Route
879
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Bus Route
217
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Making through holes in plain or reinforced cement concrete with diamond core drilling system by using BOSCH power tools of following diameters - depth per cm
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Non Bus Route
-
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110mm
389
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160mm
98
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Bus Route
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110mm
44
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160mm
11
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Construction of precast anchor block using machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade with Sulphate resistant cement for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly including curing, the cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles with material and labour cost, conveyance and erection charges at the required position as directed by the Board Engineer at site.
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250mm
455
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300mm
7
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400mm
30
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Temporary bypassing of sewer including Plugging the mouth of pipe/s inside sewer manhole using suitable plugging system and installation of bypass arrangement for bypassing the sewage flow,including, but not limited, to pumps, pipes,connections, couplings,electrical accessories, support traffic diversions arrangements etc.including desilting of manholes, disposal of debris as per the instructions of Engineer-in-Charge and keeping the manhole free from seepage and removal of bypass by deplugging the mouth of pipe inside sewer manhole and removal of by pass system and making the sewer system operational including all labour,Machinery, material, taxes etc. as per the specifications and directions of the Engineer.
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Non Bus Route
-
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For manholes of pipes upto 1200 mm dia
61
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Bus Route
-
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-
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For manholes of pipes upto 1200 mm dia
9
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Dismantling of machinehole including R.C.C. top slab, C.I.cover with frame including stacking of useful material including bricks duly cleaned from mortar near the site and disposal of unserviceable materials into railway dumps within 50m lead including all excavation, refilling watering and ramming etc. complete
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Non Bus Route
-
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1.05mx 0.9m
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-
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at 1.5m deep
40
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-
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1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
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at 2.0m deep
7
-
-
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at 2.5m deep
8
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-
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at 3.0m deep
3
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-
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at 3.5m deep
20
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-
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at 5.5m deep
3
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-
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Bus Route
-
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-
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1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
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-
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at 3.5m deep
9
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As built survey every sewage and water pipeline and other assetsmust be done using DGPS based RTK method by transferring the coordinates from the nearest static GCP of CMWSSB. Where there are signal interruption for the RTK method, Total station can be used. The coordinates from the static GCP shall be transferred to the Total Station by RTK method and the co-odinates of the assets can then be captured by Total Station. All the features, attributes of all the assets, utilities captured shall be Geo reference as per standard coordinate reference system ( WGS 84 UTM Zone 44N). The final basemap with assets and utilities shall be furnished in (.shp) format. The geo reference assets and utilities along with the attributes (as specified by the GIS Wing, CMWSSB) shall be converted into proper geo database (FGDB/PGDB) with the attributes. One set Hard and Soft copy of all the CMWSSB assets and utility has to be prepared category wise network wise in A0 print for verification in a print scale of 1:1000 in A0 plot, with standard legends in international and NUIS standards and should be legible and three sets of final hard copy in A0 print. a.For the undergrond/surface assets along the roads for the distance ranging from: (2KM)
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2 Km
1.77
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For the Point Underground Surface Assets along the Road
1084
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Hire charges for diesel pumpset for 5HP with fuel and crew charges including transportation
2490
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Bill No. 2 : Strengthening of sewer collection system in RK Nagar South SPS, New Sastri Nagar and Bharathi Nagar SPS commanding area (Depot 41 & 47), Area IV
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Bill No. 2A Strengthening of sewer collection system in RK Nagar (South) SPS commanding Area (Depot 41 and 47), Area-IV
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Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete
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-
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Non Bus Route
-
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-
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295/250mm OD/ID DWC PE or PP Pipe
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-
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at 1.5 m deep
20.2
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-
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at 2 m deep
79.5
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-
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Bus Route
-
-
-
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295/250mm OD/ID DWC PE or PP Pipe
-
-
-
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at 2 m deep
140.6
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-
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Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete
-
-
-
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Non Bus Route
-
-
-
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295/250mm OD/ID DWC PE or PP Pipe
-
-
-
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at 2.5 m deep
191.2
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-
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at 3 m deep
68.1
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-
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at 3.5 m deep
325.7
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-
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at 4 m deep
244.3
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-
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at 4.5 m deep
87
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-
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358/300mm OD/ID DWC PE or PP pipe
-
-
-
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at 3 m deep
53.7
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-
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597/500mm OD/ID DWC PE or PP pipe
-
-
-
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at 3.5 m deep
30.2
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-
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at 4 m deep
15.3
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-
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at 4.5 m deep
25.7
-
-
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Bus Route
-
-
-
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295/250mm OD/ID DWC PE or PP Pipe
-
-
-
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at 2.5 m deep
83.7
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-
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at 3 m deep
297.5
-
-
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at 3.5 m deep
234.4
-
-
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480/400mm OD/ID DWC PE or PP pipe
-
-
-
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at 3 m deep
113.7
-
-
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at 3.5 m deep
14.7
-
-
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597/500mm OD/ID DWC PE or PP pipe
-
-
-
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at 3.5 m deep
28.7
-
-
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Supply, delivery of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536, laying, jointing and testing CI pipes (LA class) including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering the pipes in to the trenches, aligning, making rubber joints, testing CI pipes, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including timbering the trenches for the depths of 2.5m and above, pumping out sub soil water etc., complete. (For Gravity Sewers)
-
-
-
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Non Bus Route
-
-
-
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250mm dia CI pipe
-
-
-
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at 5 m deep
61.6
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-
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300mm dia CI pipe
-
-
-
... More
at 5 m deep
78.9
-
-
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400mm dia CI pipe
-
-
-
... More
at 5 m deep
83.3
-
-
... More
at 5.5 m deep
47
-
-
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500mm dia CI pipe
-
-
-
... More
at 4.5 m deep
67.7
-
-
... More
at 5 m deep
98
-
-
... More
600mm dia CI pipe
-
-
-
... More
at 5 m deep
20.2
-
-
... More
Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 40mm gauge hard broken stone jelly & SRC for Plain cement concrete works including laying in layers of not more than 15cm thick,compacting, curing etc complete for encasing and end concrete.
-
-
-
... More
Non Bus Route
33.87
-
-
... More
Bus Route
14.89
-
-
... More
Construction of Machine Holes using sulphate resistant cement at various depths to invert including earthwork excavation as per SS 20B, laying cement concrete in C.M. 1:3:6 using Crushed stone sand (M sand) and 40mm B.G.jelly for foundation, sinking well kerb below G.L. for 4.5m depth and above, pumping, timbering charges for 2.5m depth and above, stock brick work in C.M. 1:3, for 23cm thick wall and over 23cm thick wall, plastering interior with C.M. 1:3, 20mm thick and exterior with C.M. 1:3, 12mm thick, laying plain cement concrete 1:3:6 using 12.0mm to 20mm B.G.jelly fixing the frame, providing C.I. steps, Machine Hole cover and frame, benching and channelling including refilling the trench with excavated earth and disposal of surplus earth etc. complete for the following sizes for each Machine Hole
-
-
-
... More
1.05mx 0.9m
-
-
-
... More
Non Bus Route
-
-
-
... More
at 1.5m deep
5
-
-
... More
Construction of Precast circular RCC Machine Holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B including timbering and pumping charges(for 2.5m depth and above),Providing Plain Cement Concrete 1:1.5:3 using 20mm B.G. jelly for foundation,supplying and filling sand for bedding, Providing base units of 1m height(base slab and sidewall),riser unit (without corbel) of varying heights to suit the various depth requirements and roof slab including cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles including material and labour cost, Providing CI steps,fixing FRC Machine Hole frame and door,benching and channelling ,refilling with excavated earth and disposal of surplus earth, joining of precast units by grouting with CM1:1 and polyurethane based water proofing compound 1% (by weight of cement ) at shear key and protruded bars- grout holes locations,Cost of conveyance and erection charges of precast Machine Holes at the required position as directed by the engineer at site including testing the Machine Hole with water for 48 hours to check water tightness and rectifying the defects if anyfor the following sizes and depths.
-
-
-
... More
Non Bus Route
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 2.0m deep
3
-
-
... More
at 2.5m deep
7
-
-
... More
Bus Route
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 2.0m deep
7
-
-
... More
at 2.5m deep
3
-
-
... More
Construction of RCC Machine Holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC Machine Hole cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the Machine Hole with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of Machine Holes.
-
-
-
... More
Non Bus Route
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 3.0m deep
12
-
-
... More
at 3.5m deep
13
-
-
... More
at 4.0m deep
12
-
-
... More
at 4.5m deep
4
-
-
... More
at 5m deep
9
-
-
... More
at 5.5m deep
3
-
-
... More
1500mm dia Circular Machine Hole for Sewers (500mm dia & above)
-
-
-
... More
at 3.5m deep
3
-
-
... More
at 4.0m deep
3
-
-
... More
at 4.5m deep
7
-
-
... More
at 5m deep
9
-
-
... More
Bus Route
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 3.0m deep
18
-
-
... More
at 3.5m deep
16
-
-
... More
1500mm dia Circular Machine Hole for Sewers (500mm dia & above)
-
-
-
... More
at 3.5m deep
1
-
-
... More
Supplying and fixing 150mm dia MS Ventilating columns 6.0m length with CI Base for Ventilating column, Wire Cowl, Supplying, Laying, Jointing and Testing of 150mm dia stoneware pipe to a length of 6m for each column with 100mm SW stopper including cost of joining materials such as cement, sand and spun yarn with necessary civil works for construction of Masonry Pillars, earthwork excavation, refilling etc., complete.
-
-
-
... More
Non Bus Route
3
-
-
... More
Bus Route
2
-
-
... More
Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites.
-
-
-
... More
Non Bus Route
3195.2
-
-
... More
Bus Route
1826.6
-
-
... More
Road Cutting
-
-
-
... More
Non Bus Route
-
-
-
... More
Asphalt Road
2013
-
-
... More
Concrete Road
637.65
-
-
... More
Bus Route
-
-
-
... More
Asphalt Road
914.3
-
-
... More
Cutting DWC Pipes
-
-
-
... More
250mm
59
-
-
... More
300mm
2
-
-
... More
400mm
4
-
-
... More
500mm
3
-
-
... More
Cutting CI Pipes
-
-
-
... More
250mm dia CI pipe
2
-
-
... More
300mm dia CI pipe
3
-
-
... More
400mm dia CI pipe
4
-
-
... More
500mm dia CI pipe
6
-
-
... More
600mm dia CI pipe
1
-
-
... More
Providing House service connection: Supplying, laying jointing and testing UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete
-
-
-
... More
Non Bus Route
-
-
-
... More
110mm dia upto a depth of 1.0m
1742
-
-
... More
160mm dia upto a depth of 1.5m
436
-
-
... More
Bus Route
-
-
-
... More
110mm dia upto a depth of 1.0m
53
-
-
... More
160mm dia upto a depth of 1.5m
13
-
-
... More
Inspection Chamber : Construction of inspection chambers of following sizes with earth work excavation for foundation, 23cm thick concrete bed using 40mm brick jelly concrete in C.M. 1:4:10 for foundation, brick work in C.M. 1:6 for chamber, plastering with C.M. 1:3,12mm thick, benching, channelling, supplying and fixing 60x60cm medium weight L.S. cover and frame, etc., complete for
-
-
-
... More
Non Bus Route
-
-
-
... More
60 x 60 x 105cm
159
-
-
... More
60 x 60 x 150cm
40
-
-
... More
Bus Route
-
-
-
... More
60 x 60 x 105cm
5
-
-
... More
60 x 60 x 150cm
1
-
-
... More
Supplying and filling with stone dust for bedding for a thickness of 10cm and back fill envelope for a thickness of 150mm above the crown of the pipe, including ramming, consolidation etc., complete.
-
-
-
... More
Non Bus Route
-
-
-
... More
Bedding
191.54
-
-
... More
Backfill Envelope (Sidefill)
820.8
-
-
... More
Bus Route
-
-
-
... More
Bedding
99.32
-
-
... More
Backfill Envelope (Sidefill)
401.71
-
-
... More
Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement.(for DWC PE or PP pipe length).
-
-
-
... More
Non Bus Route
3742.61
-
-
... More
Bus Route
2529.15
-
-
... More
Disposal of surplus earth (for DWC PE or PP pipe length)
-
-
-
... More
Non Bus Route
727.72
-
-
... More
Bus Route
583.98
-
-
... More
Making through holes in plain or reinforced cement concrete with diamond core drilling system by using BOSCH power tools of following diameters - depth per cm
-
-
-
... More
Non Bus Route
-
-
-
... More
110mm
159
-
-
... More
160mm
40
-
-
... More
Bus Route
-
-
-
... More
110mm
5
-
-
... More
160mm
1
-
-
... More
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including shuttering for
-
-
-
... More
For end concrete
587.6
-
-
... More
Construction of precast anchor block using machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade with Sulphate resistant cement for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly including curing, the cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles with material and labour cost, conveyance and erection charges at the required position as directed by the Board Engineer at site.
-
-
-
... More
250mm
255
-
-
... More
300mm
9
-
-
... More
400mm
21
-
-
... More
500mm
17
-
-
... More
Supply, delivery, erection of sheet piles and fixing in position using timbering for trenches of average depths of 1.5m to 2.0m, including hire charges of sheet piles, dismantling the shoring after completion of work, etc., complete.
-
-
-
... More
Non Bus Route
-
-
-
... More
250mm
-
-
-
... More
For 1.5m deep
20.2
-
-
... More
For 2.0m deep
79.5
-
-
... More
Bus Route
-
-
-
... More
250mm
-
-
-
... More
For 2.0m deep
140.6
-
-
... More
Temporary bypassing of sewer including Plugging the mouth of pipe/s inside sewer manhole using suitable plugging system and installation of bypass arrangement for bypassing the sewage flow, including, but not limited, to pumps, pipes, connections, couplings, electrical accessories, support traffic diversions arrangements etc. including desilting of manholes, disposal of debris as per the instructions of Engineer-in-Charge and keeping the manhole free from seepage and removal of bypass by deplugging the mouth of pipe inside sewer manhole and removal of by pass system and making the sewer system operational including all labour, Machinery, material, taxes etc. as per the specifications and directions of the Engineer.
-
-
-
... More
Non Bus Route
-
-
-
... More
For manholes of pipes upto 1200 mm dia
16
-
-
... More
Bus Route
-
-
-
... More
For manholes of pipes upto 1200 mm dia
3
-
-
... More
Dismantling of manhole including R.C.C. top slab, C.I. cover with frame including stacking of useful material including bricks duly cleaned from mortar near the site and disposal of unserviceable materials into railway dumps within 50m lead including all excavation, refilling watering and ramming etc. complete
-
-
-
... More
Non Bus Route
-
-
-
... More
1.05mx 0.9m
-
-
-
... More
at 1.5m deep
2
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 2.0m deep
2
-
-
... More
at 2.5m deep
7
-
-
... More
at 3.0m deep
12
-
-
... More
at 3.5m deep
12
-
-
... More
at 4.0m deep
11
-
-
... More
at 4.5m deep
4
-
-
... More
at 5m deep
8
-
-
... More
at 5.5m deep
2
-
-
... More
1500mm dia Circular Machine Hole for Sewers (500mm dia & above)
-
-
-
... More
at 3.5m deep
1
-
-
... More
at 4.0m deep
1
-
-
... More
at 4.5m deep
4
-
-
... More
at 5m deep
6
-
-
... More
Bus Route
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 2.0m deep
7
-
-
... More
at 2.5m deep
3
-
-
... More
at 3.0m deep
13
-
-
... More
at 3.5m deep
6
-
-
... More
Road Cutting
-
-
-
... More
Non Bus Route
-
-
-
... More
Asphalt Road
3340
-
-
... More
Concrete Road
882.59
-
-
... More
Bus Route
-
-
-
... More
Asphalt Road
983.58
-
-
... More
State Highways/ National Highways
235.17
-
-
... More
Supplying and filling Crushed stone sand (M-sand) for foundations and basement including watering consolidating ramming, etc., complete for Permanent plugging of Machinehole
-
-
-
... More
Bus Route
-
-
-
... More
Precast circular RCC Machine Holes
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 2.0m deep
9.05
-
-
... More
at 2.5m deep
5.65
-
-
... More
Cast-Insitu RCC Machine Holes
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 3.0m deep
10.18
-
-
... More
at 3.5m deep
3.96
-
-
... More
Non Bus Route
-
-
-
... More
Precast circular RCC Machine Holes
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 2.0m deep
4.52
-
-
... More
at 2.5m deep
2.83
-
-
... More
Cast-Insitu RCC Machine Holes
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 3.0m deep
10.18
-
-
... More
at 4.0m deep
9.05
-
-
... More
at 5m deep
16.96
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete For Connection of existing conduit with replaced conduit in case of Parallel laying
-
-
-
... More
Non Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 2 m deep
10
-
-
... More
Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 2 m deep
20
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete For Connection of existing conduit with replaced conduit in case of Parallel laying
-
-
-
... More
Non Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 2.5 m deep
5
-
-
... More
at 3 m deep
5
-
-
... More
at 4 m deep
5
-
-
... More
at 4.5 m deep
5
-
-
... More
358/300mm OD/ID DWC PE or PP pipe
-
-
-
... More
at 3 m deep
10
-
-
... More
Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 2.5 m deep
10
-
-
... More
at 3 m deep
10
-
-
... More
480/400mm OD/ID DWC PE or PP pipe
-
-
-
... More
at 3 m deep
10
-
-
... More
Supply, delivery of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536, laying, jointing and testing CI pipes (LA class) including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering the pipes in to the trenches, aligning, making rubber joints, testing CI pipes, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including timbering the trenches for the depths of 2.5m and above, pumping out sub soil water etc., complete. (For Gravity Sewers)
-
-
-
... More
Non Bus Route
-
-
-
... More
300mm dia CI pipe
-
-
-
... More
at 5 m deep
10
-
-
... More
400mm dia CI pipe
-
-
-
... More
at 5 m deep
5
-
-
... More
600mm dia CI pipe
-
-
-
... More
at 5 m deep
5
-
-
... More
Providing House service connection: Supplying, laying jointing and testing UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete For Parallel line Connection
-
-
-
... More
Non Bus Route
-
-
-
... More
110mm dia upto a depth of 1.0m
634
-
-
... More
160mm dia upto a depth of 1.5m
158
-
-
... More
Bus Route
-
-
-
... More
110mm dia upto a depth of 1.0m
907
-
-
... More
160mm dia upto a depth of 1.5m
227
-
-
... More
Hire charges for diesel pumpset for 5 HP for dewatering the sub-soil water and others
2157.59
-
-
... More
As built survey every sewage and water pipeline and other assets must be done using DGPS based RTK method by transferring the coordinates from the nearest static GCP of CMWSSB. Where there are signal interruption for the RTK method, Total station can be used. The coordinates from the static GCP shall be transferred to the Total Station by RTK method and the co-odinates of the assets can then be captured by Total Station. All the features, attributes of all the assets, utilities captured shall be Geo reference as per standard coordinate reference system ( WGS 84 UTM Zone 44N). The final basemap with assets and utilities shall be furnished in (.shp) format. The geo reference assets and utilities along with the attributes (as specified by the GIS Wing, CMWSSB) shall be converted into proper geo database (FGDB/PGDB) with the attributes. One set Hard and Soft copy of all the CMWSSB assets and utility has to be prepared category wise network wise in A0 print for verification in a print scale of 1:1000 in A0 plot, with standard legends in international and NUIS standards and should be legible and three sets of final hard copy in A0 print. a.For the undergrond/surface assets along the roads for the distance ranging from: (2KM) = 19000/-. in this estimate 330m length
-
-
-
... More
2 to 5 km
4.66
-
-
... More
For the Point Underground Surface Assets along the Road
396
-
-
... More
Bill No. 2B Strengthening of sewer collection system in New Sastri SPS commanding Area (Depot 47), Area-IV
-
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete
-
-
-
... More
Non Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 1.5 m deep
70.1
-
-
... More
at 2 m deep
152.6
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete
-
-
-
... More
Non Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 2.5 m deep
110.8
-
-
... More
at 3 m deep
29.8
-
-
... More
at 3.5 m deep
14.2
-
-
... More
Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 40mm gauge hard broken stone jelly & SRC for Plain cement concrete works including laying in layers of not more than 15cm thick,compacting, curing etc complete for encasing and end concrete.
-
-
-
... More
Non Bus Route
6.46
-
-
... More
Construction of Machine Holes using sulphate resistant cement at various depths to invert including earthwork excavation as per SS 20B, laying cement concrete in C.M. 1:3:6 using Crushed stone sand (M sand) and 40mm B.G.jelly for foundation, sinking well kerb below G.L. for 4.5m depth and above, pumping, timbering charges for 2.5m depth and above, stock brick work in C.M. 1:3, for 23cm thick wall and over 23cm thick wall, plastering interior with C.M. 1:3, 20mm thick and exterior with C.M. 1:3, 12mm thick, laying plain cement concrete 1:3:6 using 12.0mm to 20mm B.G.jelly fixing the frame, providing C.I. steps, Machine Hole cover and frame, benching and channelling including refilling the trench with excavated earth and disposal of surplus earth etc. complete for the following sizes for each Machine Hole
-
-
-
... More
1.05mx 0.9m
-
-
-
... More
Non Bus Route
-
-
-
... More
at 1.5m deep
7
-
-
... More
Construction of Precast circular RCC Machine Holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B including timbering and pumping charges(for 2.5m depth and above),Providing Plain Cement Concrete 1:1.5:3 using 20mm B.G. jelly for foundation,supplying and filling sand for bedding, Providing base units of 1m height(base slab and sidewall),riser unit (without corbel) of varying heights to suit the various depth requirements and roof slab including cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles including material and labour cost, Providing CI steps,fixing FRC Machine Hole frame and door,benching and channelling ,refilling with excavated earth and disposal of surplus earth, joining of precast units by grouting with CM1:1 and polyurethane based water proofing compound 1% (by weight of cement ) at shear key and protruded bars- grout holes locations,Cost of conveyance and erection charges of precast Machine Holes at the required position as directed by the engineer at site including testing the Machine Hole with water for 48 hours to check water tightness and rectifying the defects if anyfor the following sizes and depths.
-
-
-
... More
Non Bus Route
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 2.0m deep
8
-
-
... More
at 2.5m deep
1
-
-
... More
Construction of RCC Machine Holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC Machine Hole cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the Machine Hole with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of Machine Holes.
-
-
-
... More
Non Bus Route
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 3.0m deep
5
-
-
... More
at 3.5m deep
5
-
-
... More
Supplying and fixing 150mm dia MS Ventilating columns 6.0m length with CI Base for Ventilating column, Wire Cowl, Supplying, Laying, Jointing and Testing of 150mm dia stoneware pipe to a length of 6m for each column with 100mm SW stopper including cost of joining materials such as cement, sand and spun yarn with necessary civil works for construction of Masonry Pillars, earthwork excavation, refilling etc., complete.
-
-
-
... More
Non Bus Route
1
-
-
... More
Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites.
-
-
-
... More
Non Bus Route
755
-
-
... More
Road Cutting
-
-
-
... More
Non Bus Route
-
-
-
... More
Asphalt Road
338.15
-
-
... More
Concrete Road
92.19
-
-
... More
Cutting DWC Pipes
-
-
-
... More
250mm
13
-
-
... More
Providing House service connection: Supplying, laying jointing and testing UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete
-
-
-
... More
Non Bus Route
-
-
-
... More
110mm dia upto a depth of 1.0m
192
-
-
... More
160mm dia upto a depth of 1.5m
48
-
-
... More
Inspection Chamber : Construction of inspection chambers of following sizes with earth work excavation for foundation, 23cm thick concrete bed using 40mm brick jelly concrete in C.M. 1:4:10 for foundation, brick work in C.M. 1:6 for chamber, plastering with C.M. 1:3,12mm thick, benching, channelling, supplying and fixing 60x60cm medium weight L.S. cover and frame, etc., complete for
-
-
-
... More
Non Bus Route
-
-
-
... More
60 x 60 x 105cm
48
-
-
... More
60 x 60 x 150cm
12
-
-
... More
Supplying and filling with stone dust for bedding for a thickness of 10cm and back fill envelope for a thickness of 150mm above the crown of the pipe, including ramming, consolidation etc., complete.
-
-
-
... More
Non Bus Route
-
-
-
... More
Bedding
34.84
-
-
... More
Backfill Envelope (Sidefill)
129.25
-
-
... More
Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement.(for DWC PE or PP pipe length).
-
-
-
... More
Non Bus Route
658.01
-
-
... More
Disposal of surplus earth (for DWC PE or PP pipe length)
-
-
-
... More
Non Bus Route
189.9
-
-
... More
Making through holes in plain or reinforced cement concrete with diamond core drilling system by using BOSCH power tools of following diameters - depth per cm
-
-
-
... More
Non Bus Route
-
-
-
... More
110mm
48
-
-
... More
160mm
12
-
-
... More
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including shuttering for
-
-
-
... More
For end concrete
77.9
-
-
... More
Construction of precast anchor block using machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade with Sulphate resistant cement for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly including curing, the cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles with material and labour cost, conveyance and erection charges at the required position as directed by the Board Engineer at site.
-
-
-
... More
250mm
26
-
-
... More
Supply, delivery, erection of sheet piles and fixing in position using timbering for trenches of average depths of 1.5m to 2.0m, including hire charges of sheet piles, dismantling the shoring after completion of work, etc., complete.
-
-
-
... More
Non Bus Route
-
-
-
... More
250mm
-
-
-
... More
For 1.5m deep
70.1
-
-
... More
For 2.0m deep
152.6
-
-
... More
Temporary bypassing of sewer including Plugging the mouth of pipe/s inside sewer manhole using suitable plugging system and installation of bypass arrangement for bypassing the sewage flow,including, but not limited, to pumps, pipes, connections, couplings,
electrical accessories, support traffic diversions arrangements etc. including desilting of manholes, disposal of debris as per the instructions of Engineer-in-Charge and keeping the manhole free from seepage and removal of bypass by deplugging the mouth of pipe inside sewer manhole and removal of by pass system and making the sewer system operational including all labour, Machinery, material, taxes etc. as per the specifications and directions of the Engineer.
-
-
-
... More
Non Bus Route
-
-
-
... More
For manholes of pipes upto 1200 mm dia
6
-
-
... More
Dismantling of manhole including R.C.C. top slab, C.I. cover with frame including stacking of useful material including bricks duly cleaned from mortar near the site and disposal of unserviceable materials into railway dumps within 50m lead including all excavation, refilling watering and ramming etc. complete
-
-
-
... More
Non Bus Route
-
-
-
... More
1.05mx 0.9m
-
-
-
... More
at 1.5m deep
4
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 2.0m deep
10
-
-
... More
at 2.5m deep
1
-
-
... More
at 3.0m deep
2
-
-
... More
at 3.5m deep
2
-
-
... More
Road Restoration
-
-
-
... More
Non Bus Route
-
-
-
... More
Asphalt Road
682.35
-
-
... More
Concrete Road
170.59
-
-
... More
Supplying and filling Crushed stone sand (M-sand) for foundations and basement including watering consolidating ramming, etc., complete for Permanent plugging of Machinehole
-
-
-
... More
Bus Route
-
-
-
... More
Precast circular RCC Machine Holes
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 2.0m deep
2.26
-
-
... More
Cast-Insitu RCC Machine Holes
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 3.5m deep
3.96
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete For Connection of existing conduit with replaced conduit in case of Parallel laying
-
-
-
... More
Non Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 2 m deep
5
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete For Connection of existing conduit with replaced conduit in case of Parallel laying
-
-
-
... More
Non Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 3.5 m deep
5
-
-
... More
Providing House service connection: Supplying, laying jointing and testing UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete For Parallel line Connection
-
-
-
... More
Non Bus Route
-
-
-
... More
110mm dia upto a depth of 1.0m
192
-
-
... More
160mm dia upto a depth of 1.5m
48
-
-
... More
As built survey every sewage and water pipeline and other assetsmust be done using DGPS based RTK method by transferring the coordinates from the nearest static GCP of CMWSSB. Where there are signal interruption for the RTK method, Total station can be used. The coordinates from the static GCP shall be transferred to the Total Station by RTK method and the co-odinates of the assets can then be captured by Total Station. All the features, attributes of all the assets, utilities captured shall be Geo reference as per standard coordinate reference system ( WGS 84 UTM Zone 44N). The final basemap with assets and utilities shall be furnished in (.shp) format. The geo reference assets and utilities along with the attributes (as specified by the GIS Wing, CMWSSB) shall be converted into proper geo database (FGDB/PGDB) with the attributes. One set Hard and Soft copy of all the CMWSSB assets and utility has to be prepared category wise network wise in A0 print for verification in a print scale of 1:1000 in A0 plot, with standard legends in international and NUIS standards and should be legible and three sets of final hard copy in A0 print. a.For the undergrond/surface assets along the roads for the distance ranging from: (2KM) = 19000/-. in this estimate 330m length
-
-
-
... More
2 Km
0.62
-
-
... More
For the Point Underground Surface Assets along the Road
120
-
-
... More
Bill No. 2C Strengthening of sewer collection system in RK Nagar (North) SPS commanding Area (Depot 38 and 41), Area-IV
-
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete
-
-
-
... More
Non Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 1.5 m deep
1338
-
-
... More
at 2 m deep
273.2
-
-
... More
Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 1.5 m deep
34.4
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete
-
-
-
... More
Non Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 2.5 m deep
64.8
-
-
... More
at 3.5 m deep
560.4
-
-
... More
at 4 m deep
59.1
-
-
... More
358/300mm OD/ID DWC PE or PP pipe
-
-
-
... More
at 3.5 m deep
117.8
-
-
... More
at 4 m deep
57
-
-
... More
480/400mm OD/ID DWC PE or PP pipe
-
-
-
... More
at 4 m deep
193.5
-
-
... More
Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 2.5 m deep
22.7
-
-
... More
at 3 m deep
82.2
-
-
... More
Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 40mm gauge hard broken stone jelly & SRC for Plain cement concrete works including laying in layers of not more than 15cm thick,compacting, curing etc complete for encasing and end concrete.
-
-
-
... More
Non Bus Route
43.21
-
-
... More
Construction of Machine Holes using sulphate resistant cement at various depths to invert including earthwork excavation as per SS 20B, laying cement concrete in C.M. 1:3:6 using Crushed stone sand (M sand) and 40mm B.G.jelly for foundation, sinking well kerb below G.L. for 4.5m depth and above, pumping, timbering charges for 2.5m depth and above, stock brick work in C.M. 1:3, for 23cm thick wall and over 23cm thick wall, plastering interior with C.M. 1:3, 20mm thick and exterior with C.M. 1:3, 12mm thick, laying plain cement concrete 1:3:6 using 12.0mm to 20mm B.G.jelly fixing the frame, providing C.I. steps, Machine Hole cover and frame, benching and channelling including refilling the trench with excavated earth and disposal of surplus earth etc. complete for the following sizes for each Machine Hole
-
-
-
... More
1.05mx 0.9m
-
-
-
... More
Non Bus Route
-
-
-
... More
at 1.5m deep
55
-
-
... More
Bus Route
-
-
-
... More
at 1.5m deep
15
-
-
... More
Construction of Precast circular RCC Machine Holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B including timbering and pumping charges(for 2.5m depth and above),Providing Plain Cement Concrete 1:1.5:3 using 20mm B.G. jelly for foundation,supplying and filling sand for bedding, Providing base units of 1m height(base slab and sidewall),riser unit (without corbel) of varying heights to suit the various depth requirements and roof slab including cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles including material and labour cost, Providing CI steps,fixing FRC Machine Hole frame and door,benching and channelling ,refilling with excavated earth and disposal of surplus earth, joining of precast units by grouting with CM1:1 and polyurethane based water proofing compound 1% (by weight of cement ) at shear key and protruded bars- grout holes locations,Cost of conveyance and erection charges of precast Machine Holes at the required position as directed by the engineer at site including testing the Machine Hole with water for 48 hours to check water tightness and rectifying the defects if anyfor the following sizes and depths.
-
-
-
... More
Non Bus Route
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 2.0m deep
11
-
-
... More
at 2.5m deep
4
-
-
... More
Bus Route
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 2.5m deep
1
-
-
... More
Construction of RCC Machine Holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC Machine Hole cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the Machine Hole with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of Machine Holes.
-
-
-
... More
Non Bus Route
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 3.5m deep
36
-
-
... More
at 4.0m deep
18
-
-
... More
Bus Route
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 3.0m deep
9
-
-
... More
Supplying and fixing 150mm dia MS Ventilating columns 6.0m length with CI Base for Ventilating column, Wire Cowl, Supplying, Laying, Jointing and Testing of 150mm dia stoneware pipe to a length of 6m for each column with 100mm SW stopper including cost of joining materials such as cement, sand and spun yarn with necessary civil works for construction of Masonry Pillars, earthwork excavation, refilling etc., complete.
-
-
-
... More
Non Bus Route
5
-
-
... More
Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites.
-
-
-
... More
Non Bus Route
5327.6
-
-
... More
Bus Route
139.3
-
-
... More
Road Cutting
-
-
-
... More
Non Bus Route
-
-
-
... More
Asphalt Road
2484.59
-
-
... More
Bus Route
-
-
-
... More
State Highways/ National Highways
142.91
-
-
... More
Cutting DWC Pipes
-
-
-
... More
250mm
82
-
-
... More
300mm
6
-
-
... More
400mm
7
-
-
... More
Providing House service connection: Supplying, laying jointing and testing UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete
-
-
-
... More
Non Bus Route
-
-
-
... More
110mm dia upto a depth of 1.0m
3830
-
-
... More
160mm dia upto a depth of 1.5m
958
-
-
... More
Bus Route
-
-
-
... More
110mm dia upto a depth of 1.0m
235
-
-
... More
160mm dia upto a depth of 1.5m
59
-
-
... More
Supplying and filling with stone dust for bedding for a thickness of 10cm and back fill envelope for a thickness of 150mm above the crown of the pipe, including ramming, consolidation etc., complete.
-
-
-
... More
Non Bus Route
-
-
-
... More
Bedding
248.46
-
-
... More
Bus Route
-
-
-
... More
Bedding
14.29
-
-
... More
Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement.(for DWC PE or PP pipe length).
-
-
-
... More
Non Bus Route
953.55
-
-
... More
Bus Route
54.07
-
-
... More
Disposal of surplus earth (for DWC PE or PP pipe length)
-
-
-
... More
Non Bus Route
1411.51
-
-
... More
Bus Route
77.89
-
-
... More
Making through holes in plain or reinforced cement concrete with diamond core drilling system by using BOSCH power tools of following diameters - depth per cm
-
-
-
... More
Non Bus Route
-
-
-
... More
110mm
548
-
-
... More
160mm
137
-
-
... More
Construction of precast anchor block using machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade with Sulphate resistant cement for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly including curing, the cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles with material and labour cost, conveyance and erection charges at the required position as directed by the Board Engineer at site.
-
-
-
... More
250mm
812
-
-
... More
300mm
59
-
-
... More
400mm
65
-
-
... More
Temporary bypassing of sewer including Plugging the mouth of pipe/s inside sewer manhole using suitable plugging system and installation of bypass arrangement for bypassing the sewage flow, including, but not limited, to pumps, pipes,connections, couplings,electrical accessories, support traffic diversions arrangements etc.including desilting of manholes, disposal of debris as per the instructions of Engineer-in-Charge and keeping the manhole free from seepage and removal of bypass by deplugging the mouth of pipe inside sewer manhole and removal of by pass system and making the sewer system operational including all labour,Machinery, material, taxes etc. as per the specifications and directions of the Engineer.
-
-
-
... More
Non Bus Route
-
-
-
... More
For manholes of pipes upto 1200 mm dia
90
-
-
... More
Bus Route
-
-
-
... More
For manholes of pipes upto 1200 mm dia
7
-
-
... More
As built survey every sewage and water pipeline and other assetsmust be done using DGPS based RTK method by transferring the coordinates from the nearest static GCP of CMWSSB. Where there are signal interruption for the RTK method, Total station can be used. The coordinates from the static GCP shall be transferred to the Total Station by RTK method and the co-odinates of the assets can then be captured by Total Station. All the features, attributes of all the assets, utilities captured shall be Geo reference as per standard coordinate reference system ( WGS 84 UTM Zone 44N). The final basemap with assets and utilities shall be furnished in (.shp) format. The geo reference assets and utilities along with the attributes (as specified by the GIS Wing, CMWSSB) shall be converted into proper geo database (FGDB/PGDB) with the attributes. One set Hard and Soft copy of all the CMWSSB assets and utility has to be prepared category wise network wise in A0 print for verification in a print scale of 1:1000 in A0 plot, with standard legends in international and NUIS standards and should be legible and three sets of final hard copy in A0 print. a.For the undergrond/surface assets along the roads for the distance ranging from: (2KM) = 19000/-. in this estimate 330m length
-
-
-
... More
5 to 15 Km
2.8
-
-
... More
For the Point Underground Surface Assets along the Road
1368
-
-
... More
Hire charges for diesel pumpset for 3 HP with fuel and crew charges including transportation
720
-
-
... More
Bill No. 2D Strengthening of sewer collection system in Tondiarpet A SPS commanding Area (Depot 42 and 48), Area-IV
-
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete
-
-
-
... More
Non Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 1 m deep
50.21
-
-
... More
at 1.5 m deep
1668.72
-
-
... More
at 2 m deep
505.43
-
-
... More
Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 2 m deep
61.45
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete
-
-
-
... More
Non Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 2.5 m deep
594.2
-
-
... More
at 3 m deep
206.77
-
-
... More
at 3.5 m deep
49.9
-
-
... More
358/300mm OD/ID DWC PE or PP pipe
-
-
-
... More
at 3.5 m deep
50.8
-
-
... More
480/400mm OD/ID DWC PE or PP pipe
-
-
-
... More
at 3.5 m deep
141.39
-
-
... More
at 4 m deep
167.3
-
-
... More
at 4.5 m deep
50.88
-
-
... More
597/500mm OD/ID DWC PE or PP pipe
-
-
-
... More
at 3.5 m deep
24.12
-
-
... More
at 4 m deep
71.11
-
-
... More
at 4.5 m deep
98.93
-
-
... More
Bus Route
-
-
-
... More
480/400mm OD/ID DWC PE or PP pipe
-
-
-
... More
at 3.5 m deep
85.46
-
-
... More
Supply, delivery of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536, laying, jointing and testing CI pipes (LA class) including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering the pipes in to the trenches, aligning, making rubber joints, testing CI pipes, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including timbering the trenches for the depths of 2.5m and above, pumping out sub soil water etc., complete. (For Gravity Sewers)
-
-
-
... More
Non Bus Route
-
-
-
... More
500mm dia CI pipe
-
-
-
... More
at 5 m deep
59.07
-
-
... More
700mm dia CI pipe
-
-
-
... More
at 5 m deep
13.15
-
-
... More
Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 40mm gauge hard broken stone jelly & SRC for Plain cement concrete works including laying in layers of not more than 15cm thick,compacting, curing etc complete for encasing and end concrete.
-
-
-
... More
Non Bus Route
71.06
-
-
... More
Construction of Machine Holes using sulphate resistant cement at various depths to invert including earthwork excavation as per SS 20B, laying cement concrete in C.M. 1:3:6 using Crushed stone sand (M sand) and 40mm B.G.jelly for foundation, sinking well kerb below G.L. for 4.5m depth and above, pumping, timbering charges for 2.5m depth and above, stock brick work in C.M. 1:3, for 23cm thick wall and over 23cm thick wall, plastering interior with C.M. 1:3, 20mm thick and exterior with C.M. 1:3, 12mm thick, laying plain cement concrete 1:3:6 using 12.0mm to 20mm B.G.jelly fixing the frame, providing C.I. steps, Machine Hole cover and frame, benching and channelling including refilling the trench with excavated earth and disposal of surplus earth etc. complete for the following sizes for each Machine Hole
-
-
-
... More
1.05mx 0.9m
-
-
-
... More
Non Bus Route
-
-
-
... More
at 1.0m deep
9
-
-
... More
at 1.5m deep
81
-
-
... More
Construction of Precast circular RCC Machine Holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B including timbering and pumping charges(for 2.5m depth and above),Providing Plain Cement Concrete 1:1.5:3 using 20mm B.G. jelly for foundation,supplying and filling sand for bedding, Providing base units of 1m height(base slab and sidewall),riser unit (without corbel) of varying heights to suit the various depth requirements and roof slab including cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles including material and labour cost, Providing CI steps,fixing FRC Machine Hole frame and door,benching and channelling ,refilling with excavated earth and disposal of surplus earth, joining of precast units by grouting with CM1:1 and polyurethane based water proofing compound 1% (by weight of cement ) at shear key and protruded bars- grout holes locations,Cost of conveyance and erection charges of precast Machine Holes at the required position as directed by the engineer at site including testing the Machine Hole with water for 48 hours to check water tightness and rectifying the defects if anyfor the following sizes and depths.
-
-
-
... More
Non Bus Route
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 2.0m deep
23
-
-
... More
at 2.5m deep
27
-
-
... More
Bus Route
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 2.0m deep
3
-
-
... More
Construction of RCC Machine Holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC Machine Hole cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the Machine Hole with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of Machine Holes.
-
-
-
... More
Non Bus Route
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 3.0m deep
9
-
-
... More
at 3.5m deep
14
-
-
... More
at 4.0m deep
8
-
-
... More
at 4.5m deep
4
-
-
... More
1500mm dia Circular Machine Hole for Sewers (500mm dia & above)
-
-
-
... More
at 3.5m deep
2
-
-
... More
at 4.0m deep
3
-
-
... More
at 4.5m deep
5
-
-
... More
at 5m deep
3
-
-
... More
Bus Route
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 3.5m deep
4
-
-
... More
Supplying and fixing 150mm dia MS Ventilating columns 6.0m length with CI Base for Ventilating column, Wire Cowl, Supplying, Laying, Jointing and Testing of 150mm dia stoneware pipe to a length of 6m for each column with 100mm SW stopper including cost of joining materials such as cement, sand and spun yarn with necessary civil works for construction of Masonry Pillars, earthwork excavation, refilling etc., complete.
-
-
-
... More
Non Bus Route
8
-
-
... More
Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites.
-
-
-
... More
Non Bus Route
7503.96
-
-
... More
Bus Route
146.91
-
-
... More
Road Cutting
-
-
-
... More
Non Bus Route
-
-
-
... More
Asphalt Road
3529.55
-
-
... More
Bus Route
-
-
-
... More
State Highways/ National Highways
142.91
-
-
... More
Cutting DWC Pipes
-
-
-
... More
250mm
105
-
-
... More
300mm
2
-
-
... More
400mm
15
-
-
... More
500mm
7
-
-
... More
Cutting CI Pipes
-
-
-
... More
700mm dia CI pipe
2
-
-
... More
Providing House service connection: Supplying, laying jointing and testing UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete
-
-
-
... More
Non Bus Route
-
-
-
... More
110mm dia upto a depth of 1.0m
5846
-
-
... More
160mm dia upto a depth of 1.5m
1462
-
-
... More
Bus Route
-
-
-
... More
110mm dia upto a depth of 1.0m
235
-
-
... More
160mm dia upto a depth of 1.5m
59
-
-
... More
Supplying and filling with stone dust for bedding for a thickness of 10cm and back fill envelope for a thickness of 150mm above the crown of the pipe, including ramming, consolidation etc., complete.
-
-
-
... More
Non Bus Route
-
-
-
... More
Bedding
364.49
-
-
... More
Bus Route
-
-
-
... More
Bedding
15.6
-
-
... More
Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement.(for DWC PE or PP pipe length).
-
-
-
... More
Non Bus Route
1481.42
-
-
... More
Bus Route
69.51
-
-
... More
Disposal of surplus earth (for DWC PE or PP pipe length)
-
-
-
... More
Non Bus Route
2202.03
-
-
... More
Bus Route
104.77
-
-
... More
Making through holes in plain or reinforced cement concrete with diamond core drilling system by using BOSCH power tools of following diameters - depth per cm
-
-
-
... More
Non Bus Route
-
-
-
... More
110mm
836
-
-
... More
160mm
209
-
-
... More
Construction of precast anchor block using machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade with Sulphate resistant cement for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly including curing, the cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles with material and labour cost, conveyance and erection charges at the required position as directed by the Board Engineer at site.
-
-
-
... More
250mm
1046
-
-
... More
300mm
17
-
-
... More
400mm
149
-
-
... More
500mm
85
-
-
... More
600mm
5
-
-
... More
Temporary bypassing of sewer including Plugging the mouth of pipe/s inside sewer manhole using suitable plugging system and installation of bypass arrangement for bypassing the sewage flow, including, but not limited, to pumps, pipes,connections, couplings,electrical accessories, support traffic diversions arrangements etc.including desilting of manholes, disposal of debris as per the instructions of Engineer-in-Charge and keeping the manhole free from seepage and removal of bypass by deplugging the mouth of pipe inside sewer manhole and removal of by pass system and making the sewer system operational including all labour,Machinery, material, taxes etc. as per the specifications and directions of the Engineer.
-
-
-
... More
Non Bus Route
-
-
-
... More
For manholes of pipes upto 1200 mm dia
134
-
-
... More
Bus Route
-
-
-
... More
For manholes of pipes upto 1200 mm dia
7
-
-
... More
As built survey every sewage and water pipeline and other assetsmust be done using DGPS based RTK method by transferring the coordinates from the nearest static GCP of CMWSSB. Where there are signal interruption for the RTK method, Total station can be used. The coordinates from the static GCP shall be transferred to the Total Station by RTK method and the co-odinates of the assets can then be captured by Total Station. All the features, attributes of all the assets, utilities captured shall be Geo reference as per standard coordinate reference system ( WGS 84 UTM Zone 44N). The final basemap with assets and utilities shall be furnished in (.shp) format. The geo reference assets and utilities along with the attributes (as specified by the GIS Wing, CMWSSB) shall be converted into proper geo database (FGDB/PGDB) with the attributes. One set Hard and Soft copy of all the CMWSSB assets and utility has to be prepared category wise network wise in A0 print for verification in a print scale of 1:1000 in A0 plot, with standard legends in international and NUIS standards and should be legible and three sets of final hard copy in A0 print. a.For the undergrond/surface assets along the roads for the distance ranging from: (2KM) = 19000/-. in this estimate 330m length
-
-
-
... More
5 to 15 Km
3.83
-
-
... More
For the Point Underground Surface Assets along the Road
2088
-
-
... More
Hire charges for diesel pumpset for 3 HP with fuel and crew charges including transportation
2688
-
-
... More
Bill No. 2E Strengthening of sewer collection system in Bharathi Nagar SPS commanding Area (Depot 47), Area-IV
-
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete
-
-
-
... More
Non Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 1 m deep
126.2
-
-
... More
at 1.5 m deep
597.2
-
-
... More
at 2 m deep
76.6
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete
-
-
-
... More
Non Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 2.5 m deep
134.2
-
-
... More
at 3 m deep
99.9
-
-
... More
at 3.5 m deep
92.1
-
-
... More
480/400mm OD/ID DWC PE or PP pipe
-
-
-
... More
at 2.5 m deep
67.8
-
-
... More
at 3 m deep
230.9
-
-
... More
at 3.5 m deep
58.9
-
-
... More
at 4 m deep
16.9
-
-
... More
Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 40mm gauge hard broken stone jelly & SRC for Plain cement concrete works including laying in layers of not more than 15cm thick,compacting, curing etc complete for encasing and end concrete.
-
-
-
... More
Non Bus Route
29.22
-
-
... More
Construction of Machine Holes using sulphate resistant cement at various depths to invert including earthwork excavation as per SS 20B, laying cement concrete in C.M. 1:3:6 using Crushed stone sand (M sand) and 40mm B.G.jelly for foundation, sinking well kerb below G.L. for 4.5m depth and above, pumping, timbering charges for 2.5m depth and above, stock brick work in C.M. 1:3, for 23cm thick wall and over 23cm thick wall, plastering interior with C.M. 1:3, 20mm thick and exterior with C.M. 1:3, 12mm thick, laying plain cement concrete 1:3:6 using 12.0mm to 20mm B.G.jelly fixing the frame, providing C.I. steps, Machine Hole cover and frame, benching and channelling including refilling the trench with excavated earth and disposal of surplus earth etc. complete for the following sizes for each Machine Hole
-
-
-
... More
1.05mx 0.9m
-
-
-
... More
Non Bus Route
-
-
-
... More
at 1.0m deep
22
-
-
... More
at 1.5m deep
38
-
-
... More
Construction of Precast circular RCC Machine Holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B including timbering and pumping charges(for 2.5m depth and above),Providing Plain Cement Concrete 1:1.5:3 using 20mm B.G. jelly for foundation,supplying and filling sand for bedding, Providing base units of 1m height(base slab and sidewall),riser unit (without corbel) of varying heights to suit the various depth requirements and roof slab including cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles including material and labour cost, Providing CI steps,fixing FRC Machine Hole frame and door,benching and channelling ,refilling with excavated earth and disposal of surplus earth, joining of precast units by grouting with CM1:1 and polyurethane based water proofing compound 1% (by weight of cement ) at shear key and protruded bars- grout holes locations,Cost of conveyance and erection charges of precast Machine Holes at the required position as directed by the engineer at site including testing the Machine Hole with water for 48 hours to check water tightness and rectifying the defects if anyfor the following sizes and depths.
-
-
-
... More
Non Bus Route
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 2.0m deep
4
-
-
... More
at 2.5m deep
7
-
-
... More
Construction of RCC Machine Holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC Machine Hole cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the Machine Hole with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of Machine Holes.
-
-
-
... More
Non Bus Route
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 3.0m deep
17
-
-
... More
at 3.5m deep
10
-
-
... More
at 4.0m deep
2
-
-
... More
Supplying and fixing 150mm dia MS Ventilating columns 6.0m length with CI Base for Ventilating column, Wire Cowl, Supplying, Laying, Jointing and Testing of 150mm dia stoneware pipe to a length of 6m for each column with 100mm SW stopper including cost of joining materials such as cement, sand and spun yarn with necessary civil works for construction of Masonry Pillars, earthwork excavation, refilling etc., complete.
-
-
-
... More
Non Bus Route
3
-
-
... More
Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites.
-
-
-
... More
Non Bus Route
3001.4
-
-
... More
Road Cutting
-
-
-
... More
Non Bus Route
-
-
-
... More
Asphalt Road
1185.44
-
-
... More
Concrete Road
102.27
-
-
... More
Cutting DWC Pipes
-
-
-
... More
250mm
38
-
-
... More
400mm
12
-
-
... More
Providing House service connection: Supplying, laying jointing and testing UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete
-
-
-
... More
Non Bus Route
-
-
-
... More
110mm dia upto a depth of 1.0m
106
-
-
... More
160mm dia upto a depth of 1.5m
26
-
-
... More
Inspection Chamber : Construction of inspection chambers of following sizes with earth work excavation for foundation, 23cm thick concrete bed using 40mm brick jelly concrete in C.M. 1:4:10 for foundation, brick work in C.M. 1:6 for chamber, plastering with C.M. 1:3,12mm thick, benching, channelling, supplying and fixing 60x60cm medium weight L.S. cover and frame, etc., complete for
-
-
-
... More
Non Bus Route
-
-
-
... More
60 x 60 x 105cm
10
-
-
... More
60 x 60 x 150cm
3
-
-
... More
Supplying and filling with stone dust for bedding for a thickness of 10cm and back fill envelope for a thickness of 150mm above the crown of the pipe, including ramming, consolidation etc., complete.
-
-
-
... More
Non Bus Route
-
-
-
... More
Bedding
146.69
-
-
... More
Backfill Envelope (Sidefill)
594.65
-
-
... More
Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement.(for DWC PE or PP pipe length).
-
-
-
... More
Non Bus Route
2591.22
-
-
... More
Disposal of surplus earth (for DWC PE or PP pipe length)
-
-
-
... More
Non Bus Route
886.09
-
-
... More
Making through holes in plain or reinforced cement concrete with diamond core drilling system by using BOSCH power tools of following diameters - depth per cm
-
-
-
... More
Non Bus Route
-
-
-
... More
110mm
10
-
-
... More
160mm
3
-
-
... More
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including shuttering for
-
-
-
... More
For end concrete
407.26
-
-
... More
Construction of precast anchor block using machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade with Sulphate resistant cement for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly including curing, the cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles with material and labour cost, conveyance and erection charges at the required position as directed by the Board Engineer at site.
-
-
-
... More
250mm
54
-
-
... More
400mm
62
-
-
... More
Supply, delivery, erection of sheet piles and fixing in position using timbering for trenches of average depths of 1.5m to 2.0m, including hire charges of sheet piles, dismantling the shoring after completion of work, etc., complete.
-
-
-
... More
Non Bus Route
-
-
-
... More
250mm
-
-
-
... More
For 1.5m deep
597.2
-
-
... More
For 2.0m deep
76.6
-
-
... More
Temporary bypassing of sewer including Plugging the mouth of pipe/s inside sewer manhole using suitable plugging system and installation of bypass arrangement for bypassing the sewage flow, including, but not limited, to pumps, pipes, connections, couplings, electrical accessories, support traffic diversions arrangements etc. including desilting of manholes, disposal of debris as per the instructions of Engineer-in-Charge and keeping the manhole free from seepage and removal of bypass by deplugging the mouth of pipe inside sewer manhole and removal of by pass system and making the sewer system operational including all labour, Machinery, material, taxes etc. as per the specifications and directions of the Engineer.
-
-
-
... More
Non Bus Route
-
-
-
... More
For manholes of pipes upto 1200 mm dia
23
-
-
... More
Dismantling of manhole including R.C.C. top slab, C.I.
cover with frame including stacking of useful material including bricks duly cleaned from mortar near the site and disposal of unserviceable materials into railway dumps within 50m lead including all excavation, refilling watering and ramming etc. complete
-
-
-
... More
Non Bus Route
-
-
-
... More
1.05mx 0.9m
-
-
-
... More
at 1.0m deep
6
-
-
... More
at 1.5m deep
25
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 2.0m deep
4
-
-
... More
at 2.5m deep
5
-
-
... More
at 3.0m deep
17
-
-
... More
at 3.5m deep
10
-
-
... More
at 4.0m deep
2
-
-
... More
Road cutting
-
-
-
... More
Non Bus Route
-
-
-
... More
Asphalt Road
1632.7
-
-
... More
Concrete Road
370.58
-
-
... More
Supplying and filling Crushed stone sand (M-sand) for foundations and basement including watering consolidating ramming, etc., complete for Permanent plugging of Machinehole
-
-
-
... More
Non Bus Route
-
-
-
... More
Brick Machine holes
-
-
-
... More
1.05mx 0.9m
-
-
-
... More
Cast-Insitu RCC Machine Holes
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 3.0m deep
13.57
-
-
... More
at 3.5m deep
15.83
-
-
... More
at 4.0m deep
9.05
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete For Connection of existing conduit with replaced conduit in case of Parallel laying
-
-
-
... More
Non Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 2.5 m deep
5
-
-
... More
at 3 m deep
5
-
-
... More
at 3.5 m deep
5
-
-
... More
480/400mm OD/ID DWC PE or PP pipe
-
-
-
... More
at 3 m deep
10
-
-
... More
at 3.5 m deep
20
-
-
... More
at 4 m deep
5
-
-
... More
Providing House service connection: Supplying, laying jointing and testing UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete For Parallel line Connection
-
-
-
... More
Non Bus Route
-
-
-
... More
110mm dia upto a depth of 1.0m
461
-
-
... More
160mm dia upto a depth of 1.5m
115
-
-
... More
Hire charges for diesel pumpset for 5 HP for dewatering the sub-soil water and others
2160
-
-
... More
As built survey every sewage and water pipeline and other assetsmust be done using DGPS based RTK method by transferring the coordinates from the nearest static GCP of CMWSSB. Where there are signal interruption for the RTK method, Total station can be used. The coordinates from the static GCP shall be transferred to the Total Station by RTK method and the co-odinates of the assets can then be captured by Total Station. All the features, attributes of all the assets, utilities captured shall be Geo reference as per standard coordinate reference system ( WGS 84 UTM Zone 44N). The final basemap with assets and utilities shall be furnished in (.shp) format. The geo reference assets and utilities along with the attributes (as specified by the GIS Wing, CMWSSB) shall be converted into proper geo database (FGDB/PGDB) with the attributes. One set Hard and Soft copy of all the CMWSSB assets and utility has to be prepared category wise network wise in A0 print for verification in a print scale of 1:1000 in A0 plot, with standard legends in international and NUIS standards and should be legible and three sets of final hard copy in A0 print. a.For the undergrond/surface assets along the roads for the distance ranging from: (2KM) = 19000/-. in this estimate 330m length
-
-
-
... More
2 to 5 km
2.1
-
-
... More
For the Point Underground Surface Assets along the Road
288
-
-
... More
Bill No. 3 - Strengthening of sewer collection in Commanding areas of Tondiarpet Old F SPS (Depot 40 & 42) Area IV
-
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete
-
-
-
... More
Non Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 1.5 m deep
581
-
-
... More
at 2 m deep
363
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete
-
-
-
... More
Non Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 2.5 m deep
773
-
-
... More
at 3 m deep
253
-
-
... More
at 3.5 m deep
107
-
-
... More
at 4 m deep
489
-
-
... More
at 4.5 m deep
321
-
-
... More
358/300mm OD/ID DWC PE or PP pipe
-
-
-
... More
at 4 m deep
26
-
-
... More
Bus Route
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 1.5 m deep
204
-
-
... More
Supply, delivery of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536, laying, jointing and testing CI pipes (LA class) including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering the pipes in to the trenches, aligning, making rubber joints, testing CI pipes, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including timbering the trenches for the depths of 2.5m and above, pumping out sub soil water etc., complete. (For Gravity Sewers)
-
-
-
... More
Non Bus Route
-
-
-
... More
250mm dia CI pipe
-
-
-
... More
at 5 m deep
45
-
-
... More
500mm dia CI pipe
-
-
-
... More
at 5 m deep
13
-
-
... More
Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 40mm gauge hard broken stone jelly & SRC for Plain cement concrete works including laying in layers of not more than 15cm thick,compacting, curing etc complete for encasing and end concrete.
-
-
-
... More
Non Bus Route
52
-
-
... More
Bus Route
6
-
-
... More
Construction of Machine Holes using sulphate resistant cement at various depths to invert including earthwork excavation as per SS 20B, laying cement concrete in C.M. 1:3:6 using Crushed stone sand (M sand) and 40mm B.G.jelly for foundation, sinking well kerb below G.L. for 4.5m depth and above, pumping, timbering charges for 2.5m depth and above, stock brick work in C.M. 1:3, for 23cm thick wall and over 23cm thick wall, plastering interior with C.M. 1:3, 20mm thick and exterior with C.M. 1:3, 12mm thick, laying plain cement concrete 1:3:6 using 12.0mm to 20mm B.G.jelly fixing the frame, providing C.I. steps, Machine Hole cover and frame, benching and channelling including refilling the trench with excavated earth and disposal of surplus earth etc. complete for the following sizes for each Machine Hole
-
-
-
... More
1.05mx 0.9m
-
-
-
... More
Non Bus Route
-
-
-
... More
at 1.5m deep
30
-
-
... More
Bus Route
-
-
-
... More
at 1.5m deep
9
-
-
... More
Construction of Precast circular RCC Machine Holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B including timbering and pumping charges(for 2.5m depth and above),Providing Plain Cement Concrete 1:1.5:3 using 20mm B.G. jelly for foundation,supplying and filling sand for bedding, Providing base units of 1m height(base slab and sidewall),riser unit (without corbel) of varying heights to suit the various depth requirements and roof slab including cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles including material and labour cost, Providing CI steps,fixing FRC Machine Hole frame and door,benching and channelling ,refilling with excavated earth and disposal of surplus earth, joining of precast units by grouting with CM1:1 and polyurethane based water proofing compound 1% (by weight of cement ) at shear key and protruded bars- grout holes locations,Cost of conveyance and erection charges of precast Machine Holes at the required position as directed by the engineer at site including testing the Machine Hole with water for 48 hours to check water tightness and rectifying the defects if anyfor the following sizes and depths.
-
-
-
... More
Non Bus Route
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 2.0m deep
18
-
-
... More
at 2.5m deep
38
-
-
... More
Construction of RCC Machine Holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC Machine Hole cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the Machine Hole with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of Machine Holes.
-
-
-
... More
Non Bus Route
-
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 3.0m deep
11
-
-
... More
at 3.5m deep
4
-
-
... More
at 4.0m deep
21
-
-
... More
at 4.5m deep
13
-
-
... More
at 5m deep
3
-
-
... More
Supplying and fixing 150mm dia MS Ventilating columns 6.0m length with CI Base for Ventilating column, Wire Cowl, Supplying, Laying, Jointing and Testing of 150mm dia stoneware pipe to a length of 6m for each column with 100mm SW stopper including cost of joining materials such as cement, sand and spun yarn with necessary civil works for construction of Masonry Pillars, earthwork excavation, refilling etc., complete.
-
-
-
... More
Non Bus Route
7
-
-
... More
Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites.
-
-
-
... More
Non Bus Route
5820
-
-
... More
Bus Route
408
-
-
... More
Road Cutting
-
-
-
... More
Non Bus Route
-
-
-
... More
Asphalt Road
2951
-
-
... More
Bus Route
-
-
-
... More
Asphalt Road
164
-
-
... More
Cutting DWC Pipes
-
-
-
... More
250mm
104
-
-
... More
300mm
2
-
-
... More
500mm
1
-
-
... More
Cutting CI Pipes
-
-
-
... More
250mm dia CI pipe
3
-
-
... More
500mm dia CI pipe
2
-
-
... More
Providing House service connection: Supplying, laying jointing and testing UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete
-
-
-
... More
Non Bus Route
-
-
-
... More
110mm dia upto a depth of 1.0m
4637
-
-
... More
160mm dia upto a depth of 1.5m
1159
-
-
... More
Bus Route
-
-
-
... More
110mm dia upto a depth of 1.0m
302
-
-
... More
160mm dia upto a depth of 1.5m
76
-
-
... More
Supplying and filling with stone dust for bedding for a thickness of 10cm and back fill envelope for a thickness of 150mm above the crown of the pipe, including ramming, consolidation etc., complete.
-
-
-
... More
Non Bus Route
-
-
-
... More
Bedding
303
-
-
... More
Bus Route
-
-
-
... More
Bedding
17
-
-
... More
Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement.(for DWC PE or PP pipe length).
-
-
-
... More
Non Bus Route
7679
-
-
... More
Bus Route
149
-
-
... More
Disposal of surplus earth (for DWC PE or PP pipe length)
-
-
-
... More
Non Bus Route
1656
-
-
... More
Bus Route
89
-
-
... More
Making through holes in plain or reinforced cement concrete with diamond core drilling system by using BOSCH power tools of following diameters - depth per cm
-
-
-
... More
Non Bus Route
-
-
-
... More
110mm
663
-
-
... More
160mm
166
-
-
... More
Bus Route
-
-
-
... More
110mm
44
-
-
... More
160mm
11
-
-
... More
Construction of precast anchor block using machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade with Sulphate resistant cement for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly including curing, the cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles with material and labour cost, conveyance and erection charges at the required position as directed by the Board Engineer at site.
-
-
-
... More
250mm
1044
-
-
... More
300mm
9
-
-
... More
500mm
5
-
-
... More
Temporary bypassing of sewer including Plugging the mouth of pipe/s inside sewer manhole using suitable plugging system and installation of bypass arrangement for bypassing the sewage flow,including, but not limited, to pumps, pipes,connections, couplings,electrical accessories, support traffic diversions arrangements etc.including desilting of manholes, disposal of debris as per the instructions of Engineer-in-Charge and keeping the manhole free from seepage and removal of bypass by deplugging the mouth of pipe inside sewer manhole and removal of by pass system and making the sewer system operational including all labour,Machinery, material, taxes etc. as per the specifications and directions of the Engineer.
-
-
-
... More
Non Bus Route
-
-
-
... More
For manholes of pipes upto 1200 mm dia
118
-
-
... More
Bus Route
-
-
-
... More
For manholes of pipes upto 1200 mm dia
9
-
-
... More
Dismantling of manhole including R.C.C. top slab, C.I cover with frame including stacking of useful material including bricks duly cleaned from mortar near the site and disposal of unserviceable materials into railway dumps within 50m lead including all excavation, refilling watering and ramming etc. complete
-
-
-
... More
Non Bus Route
-
-
-
... More
1.05mx 0.9m
-
-
-
... More
at 1.5m deep
30
-
-
... More
1200mm dia Circular Machine Hole for Sewers (upto 450mm dia)
-
-
-
... More
at 2.0m deep
18
-
-
... More
at 2.5m deep
38
-
-
... More
at 3.0m deep
11
-
-
... More
at 3.5m deep
4
-
-
... More
at 4.0m deep
21
-
-
... More
at 4.5m deep
13
-
-
... More
at 5m deep
3
-
-
... More
Bus Route
-
-
-
... More
1.05mx 0.9m
-
-
-
... More
at 1.5m deep
9
-
-
... More
As built survey every sewage and water pipeline and other assetsmust be done using DGPS based RTK method by transferring the coordinates from the nearest static GCP of CMWSSB. Where there are signal interruption for the RTK method, Total station can be used. The coordinates from the static GCP shall be transferred to the Total Station by RTK method and the co-odinates of the assets can then be captured by Total Station. All the features, attributes of all the assets, utilities captured shall be Geo reference as per standard coordinate reference system ( WGS 84 UTM Zone 44N). The final basemap with assets and utilities shall be furnished in (.shp) format. The geo reference assets and utilities along with the attributes (as specified by the GIS Wing, CMWSSB) shall be converted into proper geo database (FGDB/PGDB) with the attributes. One set Hard and Soft copy of all the CMWSSB assets and utility has to be prepared category wise network wise in A0 print for verification in a print scale of 1:1000 in A0 plot, with standard legends in international and NUIS standards and should be legible and three sets of final hard copy in A0 print. a.For the undergrond/surface assets along the roads for the distance ranging from: (2KM)
-
-
-
... More
2 to 5 Km
3.17
-
-
... More
For the Point Underground Surface Assets along the Road
1768
-
-
... More
Hire charges for diesel pumpset for 5HP with fuel and crew charges including transportation
1560
-
-
... More
Sub Total (excluding GST)
1
-
-
... More
GST @18%
1
-
-
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