Urban Development Department ADB Tender Tender
View complete overview of Sikkim Urban Development Department ADB Tender Tender
Urban Development Department ADB Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date6 Mar 2025
Closing Date10 Apr 2025
Tender AmountRefer Documents
Technical
Technical
Financial
Additional Eligibility
Work Experience Requirements
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The bidder must have participated in at least one contract that has been satisfactorily and substantially completed within the last 7 years, with a value of participation exceeding INR 328.00 Million (INR 32.80 Cr). The bidder should have construction experience in key activities such as:
1. Water Supply system of minimum 17 Km length with PLC based centralized SCADA system.
2. Sewerage Network of minimum 4 Km length with PLC based centralized SCADA system.
3. WTP of minimum 2 MLD with PLC based centralized SCADA system and O&M for at least 1 year.
4. STP of minimum 1 MLD with PLC based centralized SCADA system and O&M for at least 1 year.
5. Construction and commissioning of a 200 KL Service Reservoir.
6. Provision of at least 130 Sewerage house service connections.
7. Provision of at least 1850 water Supply house service connections.
8. Design, construction, and commissioning of PLC based centralized SCADA system in a Water Supply system of minimum 17 Km length.
9. Operating and maintaining a water supply scheme of minimum 17 Km length for at least 2 years. Any contract that is 80% physically complete will be considered substantially complete, with the value of the completed part equal to or exceeding the minimum defined value. The bidder's net worth for the last year should be positive. The detailed monetary value for similar works completed is INR 328.00 Million (INR 32.80 Cr), which is the minimum value of the bidder's participation in a similar contract. The percentage of similar works completed is 80% for a contract to be considered substantially complete.
Costs
EMD
₹ 77,00,000Document Cost
₹ 29,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_UDDAT_778_2Tender No
003/NIT/WET/UDD/SIUDP-2025Tender Authority
Urban Development Department ADB Tender ViewPurchaser Address
-Website
http://sikkimtender.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Providing detailed geological reports of proposed site by maintaining geotechnical investigation of structure stratification collecting soil, rock and ground water samples for laboratory tests to arrive the foundation design parameters. Rock properties such as type of rock, jointing fractures, etc. complete with suggestion about the site foundation and remedies.
15
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Taking the trial pit for water and sewer pipelines, C.D. Works in Hard murum, and Boulders including stacking the excavated material including all lifts and necessary back filling upto depth 3.0 meters
30
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Preparation and submission of hydraulic design, Civil/structural design, Electrical, mechanical, and instrumentation design and drawings as per technical specifications and instructions from the Employer's Representative.
1
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Creation of as-built drawings for Civil/structural, Electrical, mechanical, and instrumentation work as per technical specifications and instructions from the Employer's Representative.
1
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Vetting of major RCC structures for STP/WTP and their ancillary works by a reputable government institution (such as IIT/NIT or as approved by the Employer's Representative), as per technical specifications and instructions from the Employer's Representative.
1
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Development of training programs and manuals. All activities will be carried out in accordance with the scope of work and as directed by the Employer's Representative.
1
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Schedule-2 Civil Works
-
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Approach Road to WTP Work
-
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Stripping, storing and preservation of top soil by keeping it damp in stock piles and keep wet till it is used by road side at 15 m internal and re-application on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth as per Technical Specification Clause 302.3.2
225
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
600
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By Mix in Place Method (Construction of granular subbase by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
112.5
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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
112.5
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Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.)
Normal Bituminous Surface
750
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(Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction)
37.5
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Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)
750
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Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects) Using Bitumen 60/70 grade;for Grading I ( 13 mm nominal size )
18.75
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River Crossing Bridge for Pipe Line
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
Upto 1.5 Mtr Depth, For Column Foundation
52.02
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Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
20.81
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level.Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate For Column Foundation
3.47
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Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-25 grade reinforced cement concrete by using 410 kg. of cement per cum of concrete. All work up to floor 2 level.
33.15
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire upto floor two level including all wastage etc. complete.@ 1.5% of concrete volume
4684.1
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Centering and shuttering including strutting, propping etc.and removal of form for :
For Sides of Foundation
21.6
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For Column
72
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For Column Beam
14.4
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For Column Beam (Tripozidal Section)
13.5
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Beam
94.5
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Construction of dowel jointed, plain cement concrete pavement in M-40 grade concrete over a prepared sub base with 43 or higher grade cement, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar and tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2002 and as per relevant clauses of section-602 of of MORTH specifications complete but excluding cost of steel in dowel bar & tie rod etc..
10.5
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Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification
70
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Intake Headwork
-
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Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire.
150
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Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
486.75
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Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
332.45
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Providing and laying hand packed stone soling in buildings works with clean hard selected stones, all complete. (Manual)
27.79
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Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete.
1:2:4 mix. (1 cement, 2 coarse sand, 4 graded stone aggregate of 20mm & down size)
27.79
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Providing and Laying in position specified grade of reinforced cement concrete excluding the cost of form work, finishing and reinforcements.
1:1.5:3 Mix (1cement, 1.5 coarse sand 3 graded stone aggregate 20mm and down nominal gauge)
73.7
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Providing, fixing & removing form work for casting R.C.C items as indicated below: with imported timber from outside the state)
Beam, lintels, girders, brersumers and cantilevers.
118.08
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Supplying, bending and placing in position tor steel reinforcement in all R.C.C works including cost of binding wires, all complete.
9581
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Providing and Laying 12mm thick cement plaster of specified mix in single coat including finishing even and smooth and curing complete.
1:3 Mix
63
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Providing, fitting and fixing steel windows and ventilators of standard rolled steel section joints mitered and welded with iron lugs embedded in cement concreten 1:3:6 including providing fitting and fixing 3 mm thick glass pens with glazing clips and special metal putty complete with MS grills @ 150mm c/c as per the direction of Engineer - in- Charge all complete: (Trash Rack with 75 X 75X 6 mm Angle).
1578.72
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Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire.
58.24
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Pipe Assembly (DI k9); 200 mm Dia
For Outlet Pipe
12
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For Washout Pipe
12
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Installation of Washout and main valves; 200 mm Dia
For Outlet
1
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For Washout
1
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RCC Channel
-
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil with all lead and lift as per the direction of Engineer in Charge.
213
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) Bottom
17
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Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-25 grade reinforced cement concrete by using 410 kg. of cement per cum of concrete. All work up to floor 2 level. Bottom and Walls
53
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
4770
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Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns
30
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Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc
400
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Sedimentation tank at Intake
-
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Earth work in hard murum and boulders, excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
350.18
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Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
35
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size).
8.05
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Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-25 grade reinforced cement concrete by using 410 kg. of cement per cum of concrete. All work up to floor 2 level.
64.86
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and above.
6486
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Centering and shuttering including strutting, propping etc. and removal of form work.
9.25
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc For wall
272
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For Suspended floors, roofs, landings, balconies and access platform
71.5
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Foot Rest
13
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Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineer-in-charge (20 tonnes capacity). 90 x 60 cm size
6
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Pipe Line Work
-
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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
16153.76
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification
496.23
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Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.
Heavy Duty (Class 'C') 65 mm dia pipe
5794
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Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials.
PE-100 grade & PN-10 63 mm dia pipe
8690
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Supply & Laying - Jointing of following dia. D.I. K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber gaskets including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level.D.I. Pipe S&S K-7 (CONFORMING TO IS : 8329/2000).with internal cement mortar lining using sulphate resisting cement (SRC)
80 mm dia pipe DI K7
3642
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100 mm dia pipe DI K7
10464
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150 mm dia pipe DI K7
3444
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10% of cost of pipes shall be considered for cost of specials
1
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Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent) Pressure PN 1.0 65 mm dia
4
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80 mm dia
4
-
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100 mm dia
5
-
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150 mm dia
1
-
-
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C.I. Air Valve Double Acting.50mm dia
10
-
-
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C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent).Pressure PN 1.0 80 mm dia for Scouring purpose
15
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-
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Providing, Supplying and fixing of D/F DI Pressure Reducing Valve in pipe line including jointing etc. complete as per standard/ technical specification and direction of Engineer-in-Charge.
65 mm
13
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80 mm
9
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100 mm
5
-
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150 mm
4
-
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Construction of brick masonry Sluice valve chamber with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand),both side 12 mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand), top cover slab 150mm thick RCC M25 grade including earthwork excavation, 100mm thick leveling course of PCC M15 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing complete in all respect as per standard specifications and drawings and as directed by Engineer.with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid
14
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Construction of brick masonry Air valve chamber with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand),both side 12 mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand), top cover slab 150mm thick RCC M25 grade including earthwork excavation, 100mm thick leveling course of PCC M15 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing complete in all respect as per standard specifications and drawings and as directed by Engineer.
10
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Construction of brick masonry Scour valve chamber with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand),both side 12 mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand), top cover slab 150mm thick RCC M25 grade including earthwork excavation, 100mm thick leveling course of PCC M15 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing complete in all respect as per standard specifications and drawings and as directed by Engineer.
15
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Construction of RCC Bulk Flow meter chamber including earthwork excavation, 100mm PCC M15 (1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) as leveling course, RCC M25 grade for base slab, side wall & cover slab including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer.
14
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Supply & Laying - Jointing of following dia. D.I. K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber gaskets including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level.D.I. Pipe S&S K-7 (CONFORMING TO IS : 8329/2000).with internal cement mortar lining using sulphate resisting cement (SRC)
150 mm dia pipe
14178
-
-
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10% of cost of pipes shall be considered for cost of specials of 150 mm dia DI K7
1
-
-
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100 mm dia pipe DI K7
2142
-
-
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150 mm dia pipe DI K7
2292
-
-
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200 mm dia pipe DI K7
1098
-
-
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10% of cost of pipes shall be considered for cost of specials of 300 mm dia DI K7
1
-
-
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Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber.
C.S. D/F Sluice Valves (250 mm)
14
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C.S. Air Valve Double Acting. 80mm dia
7
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C.S. D/F Non Return Valves.( 250 mm dia)
3
-
-
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Scour Valve (250mm)
7
-
-
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Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber.
C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent) 80 mm
1
-
-
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100 mm
2
-
-
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150 mm
2
-
-
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200 mm
1
-
-
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C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent).Pressure PN 1.6 80mm dia for Scouring purpose
5
-
-
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Air Valve (50mm)
5
-
-
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Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
34
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Construction of brick masonry Sluice valve chamber with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand),both side 12 mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand), top cover slab 150mm thick RCC M25 grade including earthwork excavation, 100mm thick leveling course of PCC M15 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing complete in all respect as per standard specifications and drawings and as directed by Engineer.with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid
17
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Construction of brick masonry Air valve chamber with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand),both side 12 mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand), top cover slab 150mm thick RCC M25 grade including earthwork excavation, 100mm thick leveling course of PCC M15 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing complete in all respect as per standard specifications and drawings and as directed by Engineer.
7
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Construction of brick masonry Scour valve chamber with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand),both side 12 mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand), top cover slab 150mm thick RCC M25 grade including earthwork excavation, 100mm thick leveling course of PCC M15 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing complete in all respect as per standard specifications and drawings and as directed by Engineer.
7
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Construction of RCC Bulk Flow meter chamber including earthwork excavation, 100mm PCC M15 (1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) as leveling course, RCC M25 grade for base slab, side wall & cover slab including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer.
3
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Construction of brick masonry Sluice valve chamber with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand),both side 12 mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand), top cover slab 150mm thick RCC M25 grade including earthwork excavation, 100mm thick leveling course of PCC M15 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing complete in all respect as per standard specifications and drawings and as directed by Engineer.with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid
6
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Construction of brick masonry Air valve chamber with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand),both side 12 mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand), top cover slab 150mm thick RCC M25 grade including earthwork excavation, 100mm thick leveling course of PCC M15 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing complete in all respect as per standard specifications and drawings and as directed by Engineer.
5
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-
... More
Construction of brick masonry Scour valve chamber with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand),both side 12 mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand), top cover slab 150mm thick RCC M25 grade including earthwork excavation, 100mm thick leveling course of PCC M15 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing complete in all respect as per standard specifications and drawings and as directed by Engineer.
5
-
-
... More
Construction of RCC Bulk Flow meter chamber including earthwork excavation, 100mm PCC M15 (1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) as leveling course, RCC M25 grade for base slab, side wall & cover slab including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer.
7
-
-
... More
Anchore Block & Thrust Block
-
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
83.8
-
-
... More
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
626.56
-
-
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
43859.2
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete
4217.62
-
-
... More
Bridle Path
-
-
-
... More
Excavation work by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m.
1197.39
-
-
... More
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6.for Bridal Path
684.23
-
-
... More
Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )
684.23
-
-
... More
Road Cutting and Restoration
-
-
-
... More
Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
4064.56
-
-
... More
Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
808.09
-
-
... More
Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
Distribution
168.18
-
-
... More
By Mix in Place Method (Construction of granular subbase by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
851.83
-
-
... More
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
4064.56
-
-
... More
Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)
40645.67
-
-
... More
Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.)
40645.67
-
-
... More
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)
40645.67
-
-
... More
Cement Concrete Pavement (Construction of un reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted, and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )
3075.64
-
-
... More
CWR - Zone 1, CWR - Zone 3, CWR - Zone 4, CWR -Zone 5, Distribution Tank: - Zone 1 (Lower Samsing), Zone 3 (Dugalakha), Zone 5 (Dikling)and Pressure Break Tank/Hydropneumatic Tank
-
-
-
... More
Earth work in hard murum and boulders, excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
403.6
-
-
... More
Providing and laying hand packed stone soling in buildings works with clean hard selected stones, all complete. (Manual
161.44
-
-
... More
Providing and laying cement concrete M-15 grade (1:2:4 mix) i/c centering, shuttering, curing, etc, all complete.
121.1
-
-
... More
1:1.5:3 Mix (1cement, 1.5 coarse sand 3 graded stone aggregate 20mm and down nominal gauge)
1050.14
-
-
... More
Providing, fixing and removing form work for casting RCC items as below
Raft
148.14
-
-
... More
Column
417.6
-
-
... More
L beam and C beam
576.36
-
-
... More
L wall and C wall
2555.92
-
-
... More
Slab
856.58
-
-
... More
Supplying, bending and placing in position tor steel reinforcement in all R.C.C works including cost of binding wires, all complete.
136518.2
-
-
... More
Providing and Laying 12mm thick cement plaster of specified mix in single coat including finishing even and smooth and curing complete.
3719.92
-
-
... More
Provision for construction of outlet chamber of 200 Dia
16
-
-
... More
Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stones complete, as per the direction of the Engineer in Charge
400
-
-
... More
Pipe Assembly (DI K7), 200 mm dia
For inlet Pipe
96
-
-
... More
For Outlet Pipe
96
-
-
... More
For Washout Pipe
96
-
-
... More
Installation of Washout and main valves of 200 mm dia
For Inlet
8
-
-
... More
For Outlet
8
-
-
... More
For Washout
8
-
-
... More
Spacials For pipe Assembly 10% of Pipe Providing
8
-
-
... More
Boundary Fencing
342
-
-
... More
Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineer-in-charge (20 tonnes capacity). 90 x 60 cm size
32
-
-
... More
Break Pressure Tank/Hydropneumatic Tank 2KL
35
-
-
... More
Staff Quarter
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
41.17
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size).
2.29
-
-
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
All works upto plinth level
7.73
-
-
... More
All works above plinth level upto floor II level
12.79
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns sides of foundation
11.6
-
-
... More
Columns, piers, abutments, pillars, posts and struts
44.85
-
-
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers
83.03
-
-
... More
Suspended floors, roofs, landings, balconies and access platform
48.97
-
-
... More
Weather shade, Chajjas, corbels etc., including edges
4.72
-
-
... More
Stairs, (excluding landings) except spiral-staircases
10
-
-
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and above. Thermo-Mechanically Treated bars of grade Fe-500D or more.
2416.23
-
-
... More
Providing and Laying first class brick masonry in one and half brick thick wall in superstructure with 1:6 cement mortar (1 cement, 6 clean coarse sand) as per the direction of Eng.-incharge including curing etc. all complete.
10
-
-
... More
Providing and Laying first class brick masonry in one and half brick thick wall in superstructure with 1:6 cement mortar (1 cement, 6 clean coarse sand) as per the direction of Eng.-incharge including curing etc. all complete.
21.84
-
-
... More
20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) on External Surface
62.57
-
-
... More
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) internal surface
138.75
-
-
... More
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
138.75
-
-
... More
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer
138.75
-
-
... More
Providing and Providing and painting with acrylic exterior paints of quality and make equivalent to EXCEL, WEATHER SHIELD to give an even shade including brushing the surface clean of dirt, dust etc and sand papering and filling the scratches complete on New surface.
62.57
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size). As levelling coarse
37.66
-
-
... More
Providing and Laying white or colored glazed vitrified tiles Pearl (white, marvel Atlanta, jet black etc or equivalent) in flooring, treads of steps landing etc laid on a bed of 15mm, cm 1:3 (1cement, 3coarse sand) finished with flush pointing with white cement slurry.
37.66
-
-
... More
Providing & Laying white or colored glazed vitrified tiles of Orient / Somani or equivalent colour in flooring, treads of steps landing etc laid on a bed of 15mm, cm 1:3 (1cement, 3coarse sand) finished with flush pointing with white cement slurry.
21.8
-
-
... More
Providing and Laying white or colored glazed vitrified tiles Pearl (white, marvel Atlanta, jet black etc or equivalent) in flooring, treads of steps landing etc laid on a bed of 15mm, cm 1:3 (1cement, 3coarse sand) finished with flush pointing with white cement slurry.for Toilet
10
-
-
... More
Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. Staircase
10
-
-
... More
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
Powder coated aluminium (minimum thickness of powder coating 50 micron)
205.49
-
-
... More
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
164.39
-
-
... More
Providing fitting and fixing water proof flush doors shutters, solid block hard core construction with frame of 1st class hard timber, with well matched 3mm commercial ply (both faces) including hinges with screws complete.
Pre-laminated particle board with decorative lamination on both sides
9.14
-
-
... More
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
9.14
-
-
... More
Provision for Water Supply & Sanitation Work etc.
1
-
-
... More
Provision for Electrification work etc.
1
-
-
... More
Provision for Furniture and Furnishing
1
-
-
... More
Pump House
-
-
-
... More
Earth work in hard murum and boulders, excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
23.43
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size).
2.79
-
-
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level
5.24
-
-
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level
8.85
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form work for :Side of Foundation
9.24
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts
18.95
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form work for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
49.69
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form work for : Suspended floors, roofs, landings, balconies and access platform
30.66
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form work for : Weather shade, Chajjas, corbels etc., including edges
5.22
-
-
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and above.Thermo-Mechanically Treated bars of grade Fe-500D or more.
1659.1
-
-
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
15.26
-
-
... More
20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) on External Surface
72.89
-
-
... More
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) internal surface
72.07
-
-
... More
6 mm cement plaster of mix :Ceiling Plaster 1:3 (1 cement : 3 fine sand)
30.66
-
-
... More
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
175.62
-
-
... More
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer
102.73
-
-
... More
Providing and Providing and painting with acrylic exterior paints of quality and make equivalent to EXCEL, WEATHER SHIELD to give an even shade including brushing the surface clean of dirt, dust etc and sand papering and filling the scratches complete on New surface.
72.89
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size).As levelling coarse
3
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
8.4
-
-
... More
Providing and fixing glass strips in joints of terrazo/ cement concrete floors.40 mm wide and 4 mm thick
54
-
-
... More
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
2.52
-
-
... More
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).
78.5
-
-
... More
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes
5.76
-
-
... More
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
78.5
-
-
... More
Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.
1
-
-
... More
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.20 mm M.S. laths with 1.20 mm thick top cover
5
-
-
... More
Providing and fixing ball bearing for rolling shutters.
1
-
-
... More
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
16.81
-
-
... More
Providing and fixing on wall face Unplasticised Rigid PVC Single socketed pipes rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.110 mm diameter
10
-
-
... More
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.For the purpose of measurement the entire treated surface will be measured.
30.66
-
-
... More
RCC Retaining Wall
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
1331.25
-
-
... More
Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete.
1:3:6 mix. (1 cement, 3 coarse sand, 6 stone aggregate of 20mm & down size)
88.75
-
-
... More
Filling with available excavated earth in trenches, plinth and side of foundation in building works with layers not exceeding 20cm in depth including consolidation of each layer by ramming, watering etc, all complete.
741.25
-
-
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level
726.25
-
-
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and above.Thermo-Mechanically Treated bars of grade Fe-500D or more.
65362.5
-
-
... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
42
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form work for :Side of Foundation
250
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form work for: Wall
1000
-
-
... More
Boundary Wall
-
-
-
... More
Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
a) All kinds of soil.
181.49
-
-
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering,
82.12
-
-
... More
Disposal of excavated excess earth away from the site including conveyance of material up to an average lead of 2 Km away from the site and corresponding required lift, loading, unloading etc complete as directed by the engineer-in-charge ( The quantity is net quantity of capacity of tractor after deduction of 20% for looseness ) a) By Mechanical Transport including loading , unloading and stacking (Lead upto 2 Km away from the site)
99.37
-
-
... More
Providing and Laying first class brick masonry in one and half brick thick wall in superstructure with 1:6 cement mortar (1 cement, 6 clean coarse sand) as per the direction of Eng.-incharge including curing etc. all complete.
Cement mortar 1:6 (1 cement : 6 coarse sand).
123.17
-
-
... More
Superstructure Cement mortar 1:6 (1 cement : 6 coarse sand).
205.29
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
40.46
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
11.31
-
-
... More
Centering and shuttering including strutting , propping etc. and removal of form work.
Foundations, footings, bases of columns etc. for mass concrete
127.34
-
-
... More
Columns,Pillars, Piers, Abutments, Posts and Struts
57.12
-
-
... More
15 mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement : 6 coarse sand).
1114.51
-
-
... More
Struck or weathered Pointing on Brickwork with cement and local sand mortar in proportion of 1:3 including supply of all material, labour, etc. required for proper completion of the work.
999.07
-
-
... More
Providing and Laying damp proof coarse 40 mm thick with cement concrete 1:2:4 ( 1 cement, 2 Clean coarse sand, 4 graded stone aggregate 12.5 mm & nominal size) as per the direction of Engineer in Charge.
82.71
-
-
... More
Penetration Coat Over Top Layer of Crushed Cement Concrete Base (Spraying of bitumen over cleaned dry surface of crushed cement concrete base at the rate of 25 kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the rate of 0.13 cum per 10 sqm by a mechanical gritter and rolling the surface as per clause 506.3.8)
82.71
-
-
... More
Distempering with dry distemper on New surface two or more coats of required shade to give an even and uniform shade including priming coat of whiting to give an even shade after thorough cleaning of dirt, dust, loose pieces of scabs, grease etc including surface preparation by sand papering etc complete. New surface.
a) Two or more coats on new work
2113.59
-
-
... More
Providing and fixing concertina coil fencing with required dia 610 mm(having 15 nos. round per 6 metre length) up to 3m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 apart and with 9 horizontal R.B.T. stud tied with G.I. staple
360
-
-
... More
Corner angle 40x40x5mm "Y" Shape
803.9
-
-
... More
M.S. Gate and Wicket Gate
-
-
-
... More
Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
a) All kinds of soil.
2.18
-
-
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering,
0.88
-
-
... More
Disposal of excavated excess earth away from the site including conveyance of material up to an average lead of 2 Km away from the site and corresponding required lift, loading, unloading etc complete as directed by the engineer-in-charge ( The quantity is net quantity of capacity of tractor after deduction of 20% for looseness ) a) By Mechanical Transport including loading , unloading and stacking (Lead upto 2 Km away from the site)
1.3
-
-
... More
Providing and Laying first class brick masonry in one and half brick thick wall in superstructure with 1:6 cement mortar (1 cement, 6 clean coarse sand) as per the direction of Eng.-incharge including curing etc. all complete. Superstructure Cement mortar 1:6 (1 cement : 6 coarse sand).
10.94
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
0.76
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
0.14
-
-
... More
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
1.76
-
-
... More
Centering and shuttering including strutting , propping etc. and removal of form work.
Foundations, footings, bases of columns etc. for mass concrete
3.84
-
-
... More
Columns,Pillars, Piers, Abutments, Posts and Struts
19.6
-
-
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
0.26
-
-
... More
15 mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement : 6 coarse sand).
22.76
-
-
... More
Providing and Laying damp proof coarse 40 mm thick with cement concrete 1:2:4 ( 1 cement, 2 Clean coarse sand, 4 graded stone aggregate 12.5 mm & nominal size) as per the direction of Engineer in Charge.
1.44
-
-
... More
Penetration Coat Over Top Layer of Crushed Cement Concrete Base (Spraying of bitumen over cleaned dry surface of crushed cement concrete base at the rate of 25 kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the rate of 0.13 cum per 10 sqm by a mechanical gritter and rolling the surface as per clause 506.3.8)
1.44
-
-
... More
Distempering with dry distemper on New surface two or more coats of required shade to give an even and uniform shade including priming coat of whiting to give an even shade after thorough cleaning of dirt, dust, loose pieces of scabs, grease etc including surface preparation by sand papering etc complete. New surface.
a) Two or more coats on new work
22.76
-
-
... More
Vertical Member - MS Flat (6 X 50 mm)
235.76
-
-
... More
MS Sheet (6 mm)
1000.94
-
-
... More
Angle (50 X 50 X 5)
15.36
-
-
... More
Providing and fixing ISI marked oxidised MS door latches conforming to IS : 5930 with screws etc. complete
a) 300 X 20 X 6 mm
2
-
-
... More
Bright Finished or black enameled mild steel butt hinges (125 X 65 X 2.12 mm)
8
-
-
... More
Carriage of structural steel and Labour for fixing of door Hinges & Bolt, etc. and applying paint on steel work
2
-
-
... More
MS Sheet (6 mm)
456.84
-
-
... More
Bright Finished or black enameled mild steel butt hinges (125 X 65 X 2.12 mm)
4
-
-
... More
Providing and fixing ISI marked oxidised MS door latches conforming to IS : 5930 with screws etc. complete
a) 300 X 20 X 6 mm
2
-
-
... More
Carriage of structural steel and Labour for fixing of door Hinges & Bolt, etc. and applying paint on steel work
2
-
-
... More
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacture's specifications including appropriate priming coat, preparation of surface, etc. complete.
a) On Steel work
1.44
-
-
... More
House Service Connection
-
-
-
... More
Providing House service connection including saddle, ferrule, GI pipe and fittings, water meter box, ball valve, icluding all ancillary items for the following sizes-
15 mm
1834
-
-
... More
20 mm
917
-
-
... More
25 mm
917
-
-
... More
Providing of all materials, Carting from site store to site of work, Laying & Jointing of GI pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.
15 mm dia
7336
-
-
... More
20 mm dia
3668
-
-
... More
25 mm dia
3668
-
-
... More
32 mm dia
7336
-
-
... More
Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed)
20 mm dia
16506
-
-
... More
25 mm dia
5502
-
-
... More
32 mm dia
11004
-
-
... More
P/F Multijet domestic mechanical Water Meter Class-B, dry dial, magnetically coupled, temper proof confinning to IS: 779- I 994 or ISO: 4064 IP68 in position including all material, labour, T &P etc complete.
15 mm
1834
-
-
... More
20 mm
917
-
-
... More
25 mm
917
-
-
... More
Chamber for HSC
-
-
-
... More
Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
308.28
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
2025.84
-
-
... More
Disposal of excavated earth
1519.38
-
-
... More
Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete.
308.28
-
-
... More
Providing and Laying first class brick work in one brick thick in superstructure of standard size bricks with 1:5 cement mortar (1cement and 5 clean coarse sand) as per the direction of Engineer in Charge including curing etc all complete.
572.52
-
-
... More
Providing and Laying 12mm thick cement plaster of specified mix in single coat including finishing even and smooth and curing complete(1:3 Mix)
2113.92
-
-
... More
Providing and Laying 20mm thick cement plaster of specified mix in single coat including finishing even and smooth and curing etc all complete.(1:4 Mix)
2524.96
-
-
... More
Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete.(In Coping)M-20
234.88
-
-
... More
Providing, fixing & removing form work for casting R.C.C items as indicated below: with locally available timber)
2187.32
-
-
... More
Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineer-in-charge (20 tonnes capacity). 90 x 60 cm size
734
-
-
... More
Electrical Works at Pump House
-
-
-
... More
SITC of wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel as per PWD specification for electrical Works, made out of CRCA sheet . Other parameters required as per point (a) ,(b), (c), (d) below:-
(a)Thickness of sheet shall not be less than 1.6 mm up to 600 mm length / width of any compartment and be of 2.0 mm above 600 mm. Load bearing structure shall be of 2.0 mm thick sheet supported by base M.S. channel if required . Side walls and cable alley compartments having bolted type doors with / without detachable extension type structure
(b) panel shall be duly treated for derusting in 7 tank process with dephosphating and with powder coating of minimum 70 microns on both side of panel in desired shade The panel having PU/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware, separate detachable gland plate M.S. base channel (min75mm) , hinged door with locking arrangement for equipment/switchgear.
(c) Interconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 125 amp ) and by solid bus bar (125 amp ) . All joints /interconnections of copper bus bar shall be dully tinned . Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of phase bus bar.
8
-
-
... More
Supplying and fixing of Aluminium (IEC 60105 ISO 209-1,2) / Copper (IEC 60028) bus bar as per PWD specification for electrical Works, by means of SMC / DMC type insulator, high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
Electrolytic grade Aluminium bus bar 6010 grade
1
-
-
... More
Providing & Fixing of BIS approved Current Transformer as per PWD specification for electrical Works ,ISI marked as per IS 2705- 1992/ conforming to IEC 60044-1, with secondary terminal of CT shall be brought out suitable to a terminal block which shall be easier accessible for testing and terminal connection , with all necessary support in existing panel including connection etc. as required Current transformer Resin Cast Wound Primary / Ring Type Tape Wound as per IS 16227 with, Accuracy Cl, CT ratio and burden as specified. ISF=5, Cu cross section of secondary wire 1.5sqmm (minimum), including all necessary support in existing panel including connection etc. as required . All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
C T Class 1, Ratio upto 150/5, Burden 5 VA
3
-
-
... More
Providing & Fixing of IP 51 Multi function meter as per PWD specification for electrical Works, ISI marked (IS 16444)/ Confirming to IEC 61557 & IEC 62052 with LCD/ LED 3/4 line display capable of measuring electrical parameters like V, I, F, PF, KW, Kva, Kvar, Kwh, Kvah, Kvarh display with 1A/5A CT input for LV/ HV network, with /without RS 485 communication port etc. OEM Must have BIS certificate and & shall have submit NABL / CPRI / ERDA lab test reports before execution & complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
Multifunction LCD meter with V,A,F,PF,KW,KVA, old energy memory, class 1 accuracy without RS485 port.
1
-
-
... More
Providing & Fixing of push button actuators and integral contact block of dia. 22.5 mm including making connection etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
Luminous type Red , Green
6
-
-
... More
Providing & Fixing of ISO certified company made UL listed , IP 65 110/220 V, unibody LED Indicating lamp IEC 60947 , CSA 22.2 with integral circuit, IP 20 terminal block, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min. 29 mm, contact material phospher bronze for Led, PCB contacts shall be of brass (tin plated), impulse dielectric tested for 2.5 KV, Rated insulation resistance shall be 100 M ohm at 500VDC including connection etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
Red/yellow/Green/Amber colour
16
-
-
... More
Blue Colour
2
-
-
... More
Providing & Fixing of IP 51 ( upto 500) V range Volt meter on existing panel as per PWD specification for electrical Works, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. Meter shall give true RMS measurments, acc. CI 1.0 or better , with field programmable primary & sec. values PT(VT) primary upto 2000 KV. Field-programmable high and low threshold values, meter shall compliance of IS 13875 & IEC 61236. as required. OEM Must have BIS certificate and & shall have submit NABL / CPRI / ERDA lab test reports before execution &All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
Digital type
1
-
-
... More
Providing & Fixing of CT operated direct reading type IP- 51 Ampere meter on existing panel as per PWD specification for electrical Works, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. Ampere meter shall give true RMS measurement, Acc. Cl 1.0 or better , Measuring current range 50 mA to 6 A, with Field-programmable primary and secondary values CT primary up to 15000 A, Field-programmable high and low threshold values as required. compliant to IS 13875, & IEC 61326. OEM Must have BIS certificate and & shall have submit NABL / CPRI / ERDA lab test reports before execution &. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
Digital type Confirming to IEC 62053-21, Below 500 A
1
-
-
... More
Providing & Fixing of ISO certified company made selector switch of 10 A for voltmeter (4 position ) using high grade engineering material to international standards with cam assembly insulation of glass filled polyamide with high tracking index. For reliable and stable electrical and mechanical endurance double butt contacts with silver bi-metal on copper should provided . contact assembly is of operating temp range -25 degree C to 55 degree C, frequency upto 10 KHz. switch life under std. op. conditions shall be mechanically minimum 50000 operations @300 cycles/ hour and electrically 10,000 operations at 100% rated duty for 100 cycles/ hour including making connection etc. as required . All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
1
-
-
... More
Providing & Fixing of ISO certified company made CT linked selector switch of 10 A for Ampere meter (4 position ) using high grade engineering material to international standards with cam assembly insulation of glass filled polyamide with high tracking index. For reliable and stable electrical and mechanical endurance double butt contacts with silver bi-metal on copper should provided . contact assembly is of operating temp range -25 degree C to 55 degree C, frequency upto 10 KHz. switch life under std. op. conditions shall be mechanically minimum 50000 operations @300 cycles/ hour and electrically 10,000 operations at 100% rated duty for 100 cycles/ hour , including making connection etc. as required . All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
1
-
-
... More
Supplying & fixing 5A to 32 A rating, 240/415V, 10kA, "C' Curve MCB suitable for inductive load of following poles in the exisitng MCB DB complete with connections, testing, and commissioning etc as required
Three Pole + Nutral
1
-
-
... More
Three Pole
3
-
-
... More
From 3.3 KW to 7.5 KW DOL Starter Feeder with MCB, Main and Aux Contactor, O/L Relay, L/R Selector Switch,3 Indicating lamps, Start-Stop Push Button ,Control MCB (Size : 600 (W) x 400 (H) x600 (D)
2
-
-
... More
Pipe Earthing as per PWD specification for electrical Works as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. ' B ' class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
3
-
-
... More
Supply & Laying following size earth strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR.
50mm x 6mm G.I. ( Hot Dipped ) Strip
20
-
-
... More
25mm x 6mm G.I. ( Hot Dipped ) Strip
20
-
-
... More
Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Unarmoured / Armoured aluminium cable of 1.1 KV grade as per PWD specification for electrical Works in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling of excavated earth in trench , on existing cable trays or on surface etc. including making necessary connection, testing etc. as required of size and as per points (a), (b), (c), mentioned below:-
(a) Material :- H4- Grade aluminium conductor of purity 99.6 % & as per IS:1554 P-I / IS :7098 P – I
(b) conductor shall have electrolytic aluminium confirming to IS8130, IS 3975-1999 for armouring of cables in armoured cable items , IS 5831 for sheath, IS 10810 (Part 0 to 64 ) for testing procedures. (c) OEM Must have ISO 9001 & 14001 certifications for quality assuarance & its own in house NABL lab setup for all testing facilities for cables . Appropriate type test certificate / OEM test report shall be submitted . All above as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR.
3.5C, 16 Sqmm
50
-
-
... More
P/Laying ISI marked P.V.C. insulated submersible cable confirming to IS:694 with flexible copper conductor including making connection etc. as required
1.5 Sq.mm 3 core flat
40
-
-
... More
Add 10% for Misclines Electrical Item
1
-
-
... More
Mechanical Works at Pump House
-
-
-
... More
SUBMERSIBLE PUMPS
Providing, installation, testing and commissioning of submersible Monoblock pump set conforming to IS 8034 and 2 pole motor operating at synchronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fibre bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. complete in all respect as per specification, scope of work and direction of Engineer in-charge of following power rating, suitable for prescribed duty conditions.
29 cum/hr capacity submersible pumps, head is 23 m (1W+1S)
2
-
-
... More
VALVES Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG 400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per IS 5312 (part -1):2004 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge
80 mm Ø
1
-
-
... More
Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. Manually Operated Class PN 1.6
80 mm Ø Double flanged Sluice Valve
2
-
-
... More
Providing and supplying Kinetic Double Orifice type Air Valves as per standard specifications having small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring,with built-in Kinetic features, isolatintg sluice valve mounted in horizontal position and operated by wheel gearing, inlet face and drilled, including all taxes (Central and local), insurance, third party inspection charges, loading, unloding, transportation upto departmental stores / site, etc. complete.
80 mm Ø double acting Air Valve
1
-
-
... More
Pipe Fittings & Special(10%)
1
-
-
... More
Instrumentation/Automation (SCADA)
Centralised SCADA Control Room
-
-
-
... More
Control room for remote communication with all RTU Panel, Field Instruments of all DMA areas of entire package with Centralised SCADA Control Room for controlling all proposed/exsiting Water Supply system Design, manufacture, supply, installation, testing and commissioning of indoor type PLC panel of size 1200 mm x 800 mm x 2100mm (lbh) , fabricated out of approx.min. 2 mm thick CRCA sheet Steel complete with latest configuration PC, necessary programming and Scada software and comprising of all accessories Not limited to the following CENTRALISED REDUNDANT PROCESSOR For all RTU Station GIS based Communication, all field Instrument & Radio frequency based AMR Meter communication
1
-
-
... More
FOR DI CHANNEL-Card with 16 channel & with base channels
2
-
-
... More
FOR DO CHANNEL-Card with 16 channel & with base channel
2
-
-
... More
RELAY CARD - with 8 channels
4
-
-
... More
AI CHANNEL - card with 8 channels & with base channels
2
-
-
... More
AO CHANNEL- card with 4 channels & with base channels
2
-
-
... More
SCADA Software & Centralised Cloud Based System, Data Acquisition & Remote Monitoring etc.
1
-
-
... More
Programming Software
1
-
-
... More
Communication Card With Cable
1
-
-
... More
System Cabinet/ Panel
1
-
-
... More
24V Dc Power Supply Redundant
1
-
-
... More
Remote I/O Panel
1
-
-
... More
Server
1
-
-
... More
Marshalling Panel
1
-
-
... More
Hardware Switchgear Lot
1
-
-
... More
Computer-32"LED –Engg. Stn.1No .& Operating Stn-1 Nos.. Total -2 Nos.
2
-
-
... More
Common Desktop for Centralised SCADA Centre
2
-
-
... More
Lazer Printer-A4- Colour
1
-
-
... More
Printer
1
-
-
... More
Aux. Contactor-Lot
1
-
-
... More
Furniture
1
-
-
... More
Air Conditioner-1.5 T
2
-
-
... More
UPS-Redundant 2Kva, 150 AH*2 Battery Unit, Backup For 3 Hours Backup
1
-
-
... More
Remote Data Transfer GSM/GPRS Modem -Wireless At Sending / Receiving End
1
-
-
... More
iRTU PANEL WITHOUT HMI AT FIELD LOCATION
Design, manufacture, supply, installation, testing & commissioning of indoor type PLC panel with 10” HMI , with size 800 mm x 800 mm x 2100mm (lbh) , fabricated out of approx. min. 2 mm thick CRCA sheet complete with , necessary programming and HMI software and comprising of all accessories not limited to the following REDUNDANT PROCESSOR with 48nos. I/O capacity with 10” HMI
10
-
-
... More
FOR DI CHANNEL-Card with 16 channel & with base channels
20
-
-
... More
FOR DO CHANNEL-Card with 16 channel & with base channel
20
-
-
... More
RELAY CARD - with 8 channels
20
-
-
... More
AI CHANNEL - card with 8 channels & with base channels
10
-
-
... More
AO CHANNEL- card with 4 channels & with base channels
10
-
-
... More
Communication Card With Cable
10
-
-
... More
System Cabinet/ Panel
10
-
-
... More
Power Supply Redundant
10
-
-
... More
Hardware & Software Development –Lot
10
-
-
... More
Remote Data Transfer GSM/GPRS Modem -Wireless At Sending / Receiving End With Dual Sim
10
-
-
... More
UPS- 2 Kva with 150 AH*2 Battery Unit, Backup For 3 Hours for all RTU Panel Location
10
-
-
... More
ELECTROMEGNATIC FLOW METER & TRANSMITTER:
DATA LOGER & COMMUNICABLE WITH RTU/SCADA INTEGRATED FLOW METER & TRANSMITTER:
Supply, Installation, testing and commissioning of Battery powered Electromagnetic flow meters with GSM/GPRS based with an accuracy of ± 1% of measured value, ingress protection Electronics IP 66 and flow tube IP 68, MOC: lining Neoprene rubber/Hard rubber/PTFE, Flange - SS316/SS304/MS/CS, Electrode - SS 316/Hastalloy, Coil Housing - SS, battery life of min. 5 years, LCD display 5 digit for instantaneous flow and 9 digit for Totalized flow as per technical specifications of following sizes:
DN65 mm
4
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DN80 mm
5
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DN100 mm
7
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DN150 mm
3
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DN200 mm
1
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DN250 mm
4
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ELECTRICALLY OPERATED SLUICE/FLOW CONTROL VALVE WITH MANUAL OPERATING HANDEL, REMOTELY COMMUNICABLE WITH iRTU / PLC / SCADA FOR ON/OFF COMMAND with 4-20mA Signal DN100 mm
5
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DN150 mm
3
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DN200 mm
1
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DN250 mm
1
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PRESURE TRANSMITTER:
PRESURE TRANSMITTER AT CRITICAL LOCATION WITH LOCAL DISPLAY- FOR ONLINE PRESSURE MEASUREMENT AND DATA LOGGER & RTU/SCADA INTEGRATED Providing, Installation, Testing and Commissioning of Pressure Transmitter : Range: 0-10 Bar / Power Supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: 1/2 "NPT (M) / Accuracy: 0.15% Protection: IP68
8
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LEVEL TRANSMITTER:
LEVEL TRANSMITTERS- ULTRASONIC TYPE WITH DATA LOGER & RTU/SCADA INTEGRATED Providing, Installation Testing And Commissioning Of Ultrasonic Level Transmitter: Principle : Time Of Flight /Sensor Moc: PP/ Process Connection:1 1/2 Inch / 2 Inch, NPT Threaded Type Power Supply: 24 V DC / Output: 4- 20 mA / Display:Integral Display For Programming And Display Reading / IP 68
8
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ONLINE pH ANALYSER WITH LOCAL DISPLAY: WITH DATA LOGER WITH iRTU/PLC/SCADA INTEGRATED
pH Analyser: Transmitter: Range: 0-14 pH, Power Supply 230 VAC, Input: One Digital Sensor, Output: 4-20mA HART, IP68 Protection / Tx protection cover required / Sensor Range 0-14 pH , able to transmit digital signal to transmitter, calibration data can be transferred to Transmitter , process temp: 65 deg cen/ flow through tee MOC SS.
1
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ONLINE TSS ANALYSER WITH LOCAL DISPLAY: WITH DATA LOGER WITH iRTU/PLC/SCADA INTEGRATED
TSS Analyser with Transmitter and Sensor Measuring Range: 0-10 mg/L, Accuracy: ≤ 3%, Resolution: ≤ 0.15 mg/L, Operating Temperature: 0- 40°C, Cleaning: Automatic Self-Cleaning using compressed Air.
With inbuilt transmitter with 4-20 mA output , Relay contacts & Modbus communication.
1
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ONLINE Turbidity ANALYSER WITH LOCAL DISPLAY: WITH DATA LOGER WITH iRTU/PLC/SCADA INTEGRATED
Providing, installation, testing and commissioning of Turbidity Analyser : Range - Selective 0 to 4000 NTU, Accuracy:+/-2% of reading or +/-0.02NTU; Compliance to US EPA180.1, With inbuilt transmitter with 4-20 mA output , Relay contacts & Modbus communication.
1
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ONLINE CLORINE ANALYSER WITH LOCAL DISPLAY:WITH iRTU/PLC/SCADA INTEGRATED Chlorine Analyser : Transmitter : Range: 0.05 to 20 ppm, Power Supply 230 VAC, Input: 2 Digital Sensors - one for chlorine and second for pH, Output: 4-20mA HART, IP66/67 Protection / Tx protection cover required / Sensor Range 0-14 pH , able to transmit digital signal to transmitter, calibration data can be transferred to Transmitter , process temp: 65 deg cen/ Sensor range: 0.05 to 20 mg/l.
1
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EARTHING SYSTEM : Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
12
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Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.
500
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Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required.
200
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INSTRUMENT POWER CABLE & INSTRUMENT COMMUNICATION CABLE AND ACCESSORIES Providing and laying Stranded/ Flexible Annealede Bare copper conductor ,XLPE/PVC insulated suitably laid up together overall polyster taped Al (Mylar tape wrapped) along with ATC Drain wire overall PVC sheathed (ST-1) overall screened Pair armoured instrumentation Cables generally confirming to PAS 5308- Part-2-.2009.
1.5.0 Sq.mm 2 core Cu Armoured 1.1/0.750 Kv LV cable for instrument power up of voltage rating 230VAC/ 415VAC
500
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0.75/1.0 Sq.mm Cu Armoured communication cable 2 Core Cable
200
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0.75/1.0 Sq.mm Cu Armoured 6 Core Communication Cable
200
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0.75/1.0 Sq.mm Cu Armoured 12 Core Communication Cable
200
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Perforated Cable Tray
Supplying and installing following size of perforated painted with powder coating M.S. cable trays bends with perforation not more than 17.5%,, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.
100 mm width X 50 mm depth X 1.6 mm thickness
500
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150 mm width X 50 mm depth X 1.6 mm thickness
200
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300 mm width X 50 mm depth X 1.6 mm thickness
100
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Instrumentation & SCADA Fittings, accessories and other Consumable item Estimate
1
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Cartage
-
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Cartage of Pipe
1
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Carriage for Civil, Electrical & Mechanical Items (Cement, Sand, Aggregate, Steel etc)
1
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DG Set
-
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Provision for Backup DG at WTP
1
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SEWERAGE WORKS
-
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Earthwork
Excavation work by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m.
Soil mixed with boulder,shingle & kankar etc.
0 to 1.5 m below G.L
12520
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1.5 to 3.0 m below G.L
3474
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3 to 4.5 m below G.L
236
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4.5 to 6.0 m below G.L
17
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Excavation work by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m.
Weatherd, Decomposed or Soft Rock
0 to 1.5 m below G.L
3130
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1.5 to 3.0 m below G.L
868
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3 to 4.5 m below G.L
59
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4.5 to 6.0 m below G.L
4
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Excavation work by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m.
Hard Rock
0 to 1.5 m below G.L
50
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1.5 to 3.0 m below G.L
50
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3 to 4.5 m below G.L
20
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Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.
Marshy Soil
Soil mixed with morum,shingle & kankar etc
3 m to 4.5 m depth
58.88
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Sand filling in layer not exceeding 20 cum including watering, ramming etc, all complete. as per Drawing & Technical Specification
667
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Excavating, supplying, transporting of local earth (including royalty) by mechanical transport including all lead & lift , loading & unloading at site etc. complete as per the direction of Employer's Representative
1966
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Disposal Of Surplus Excavated Earth (Rock) Carriage of Dump manure by mechanical transport of Excavated Rock upto 5 km lead
8935.19
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Provide & fixing of Open Timbering (covering1/3rd of surface area by planks), in trenches for the following depths below ground level consisting of 40mm thick approved country wood planks for poling board, 125mm × 75mm Indian Salwood walers and 100 mm dia Sal wood ballies for struts at 1.50m interval including removal after laying of sewer(both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor.
Depth upto 3.0m below G.L
2581
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3 m to 6 m below G.L
41
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Provide & fixing of Close Timbering in trenches for the following depths below ground level consisting of 40mm thick approved country wood planks for poling board, 125mm × 75mm Indian Salwood walers and 100 mm dia Sal wood ballies for struts at 1.50m interval including removal after laying of sewer(both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor.
Depth upto 3 m below G.L
3871
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3 m to 6 m below G.L
62
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Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered).
Depth upto 1.5 m
4634
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Depth exceeding 1.5m but not exceeding 3.0m
2650
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Depth exceeding 3 m but not exceeding 4.5 m
183
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Steel shoring in trenches including strutting , shoring and packing cavities where required complete including all material, labour, tools etc. with all lead and lift complete in all working conditions like subsoil, water etc. and as directed by the Engineer -in-charge. (Measurement to be taken of the face area provided with shoring)
Depth upto 1.5 m
40
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Depth exceeding 1.5m but not exceeding 3.0m
40
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Dewatering of water caused due to seepage of ground water and surface water due to rain etc. excluding excavation of foundation but during execution of civil works including supply of all machine operator, khalashi, POL, T&P, accessories required for proper completion of the work.
5 % Of Excavation Cost- For Pakyong
1
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Providing and fixing Barricading at site of work for restricting the general public using 80-100 mm dia Wooden Ballies as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing two rows of 80-100 mm Wooden Ballies as horizontal members with jute russies. Both vertical and horizontal members shall be painted in red and white colour strips as per approved pattern as and when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading holes shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis)
972
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Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing two rows of 40 mm dia M.S. pipe ("B" class) as horizontal members with nuts & bolts. Both vertical and horizontal members shall be painted in red and white colour strips as per approved pattern as when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading holes shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis)
3888
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Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.(Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).
150
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Installlation of HDPE product pipe by HDD method for on gravity sewer including preparing and setting up the plant & equipment, preparing new pipe work, making of entry & exit pit upto 1.5 meter depth, installing new pipe work and commissioning system or making the system ready for commissioning by HDD operation including all related civil and mechanical work like excavation , shoring/strutting etc, drilling, stringing, reaming and pulling back the new pipe work on the designed bore path alignment, proper disposal drilling fluid, and backfill of site after completion all inclusive as per IndSTT latest revision
Pipe dia between 110 mm & 225mm dia in mixed Strata
30
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HDPE pipe between 250 mm & 315 mm outer dia in mixed Strata
30
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HDPE pipe between 355 mm & 450mm outer dia in mixed Strata
30
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Installlation of product pipe by Auger Boring method including making of entry and exit pits, all related cilvil works like excavation, shoring/strutting, etc., manual shielded excavation, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit after project completion as per the intructions of the Engineer-in-Charge all complete except the cost of the pipe. Above 300 and upto 450 mm dia in all type of Soil
30
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Installlation of product pipe by Micro Tunneling method including making of entry and exit pits, all related cilvil works like excavation, shoring/strutting, etc. And Ground Penetrating Radar survey, to protect any existing utilities at pipe installation location and restoration of site after complition. (Upto 100 meter installation length )
Above 300 mm dia upto 450 mm dia in mixed strata
30
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Providing & laying Granular bedding with graded hard crusher broken stone of 100% passing through 20mm sheive, 20 to 50 % passing through 10mm sheive and 100 % retain on 6.3mm sheive, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by Engineer.
1175.28
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Rectification of Exisiting Water supply House service connection damaged during execution including all civil work, pipe work , specilas & fittings , T&P etc all complete require to proper functioning of exisitng connection. For Pakyong
162
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Pipe line work
-
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Supply & Laying - Jointing of following dia. D.I. K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber gaskets including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level.D.I. Pipe S&S K-7 (CONFORMING TO IS : 8329/2000) with internal cement mortar lining using High Alumina Cement (HAC)
200 mm dia
5409
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250mm dia
395
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300mm dia
307
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400mm dia
2798
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Add 10 % Extra for Pipe Fitting Total Cost of pipe providing
1
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Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.G.I. PIPE CONFORMING TO IS : 1239(PART-1)
15 mm dia
150
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20 mm dia
150
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25 mm dia
150
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Providing, lowering, laying & jointing MDPE/ HDPE pipes (Class-PE 80) PN 12.5 composite pipes for extra length for house service connections as per drawing and specifications complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer
20 mm dia
100
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25 mm dia
100
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32 mm dia
100
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Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. 200 mm dia pipe
30
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250 mm dia pipe
30
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315 mm dia pipe
30
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355 mm dia pipe
30
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Sewer Appurtenances Work
-
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Construction of brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :0.91 m deep with S.F.R.C. Manhole Cover with Frame 560 mm dia (HD 20) as per IS 12592. including centering, shuttering all complete. (Excavation, foot rests and 20mm thick cement plaster in CM (1:4) at the external surface shall be paid for separately) :With Sewer bricks conforming to IS : 4885
197
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Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m.With Sewer bricks conforming IS : 4885
84
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Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :1.68 m deep 560 mm Dia CO Ductile iron Manhole cover with frame having load capacity of D400, hinged type (Anti theft ), including centering, shuttering all complete. (Excavation, foot rests and 20mm thick cement plaster in CM (1:4) at the external surface shall be paid for separately) :With Sewer bricks conforming to IS : 4885 including providing & fixing of stainless steel safety chain SS-316 in manholes to keep workers from being swept away while they are inside.
138
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Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m :With Sewer bricks conforming IS : 4885
43
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Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :2.30 m deep 560 mm Dia CO Ductile iron Manhole cover with frame having load capacity of D400, hinged type (Anti theft ), including centering, shuttering all complete. (Excavation, foot rests and 20mm thick cement plaster in CM (1:4) at the external surface shall be paid for separately) :With Sewer bricks conforming to IS : 4885 including providing & fixing of stainless steel safety chain SS-316 in manholes to keep workers from being swept away while they are inside.
102
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Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m :With Sewer bricks conforming IS : 4885
46
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Providing and constructing RCC circular manhole of various diameters and depths with RCC M 30 and as per drawing. RCC base over PCC M15 (1:2:4) bed and RCC wall, preparation of channel and PCC M15 (1:2:4) benching, fixing of manhole frame & its cover, RCC-M20 cover slab of suitable thickness ,centering and shuttering, providing and fixing PVC encapsulated footsteps of approved make and quality, 560 mm Dia CO Ductile iron Manhole cover with frame having load capacity of EHD 35 , hinged type (Anti theft ), suitable connection of inlet and outlet pipes, curing ,testing of manholes (including the cost of manhole cover , frame & reinforcement steel ) complete as per specification and drawing and as directed by the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately. Item including providing & fixing of stainless steel safety chain SS-316 in manholes to keep workers from being swept away while they are inside.
900 mm internal diameter Concrete Manhole Type-A of Depth start from 910 mm
49
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Extra depth for concret manhole Type A depth beyond 910 mm upto 1610 mm
21
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1200 mm internal diameter Concrete Manhole Type-B of Depth start below 1610 mm
35
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Extra depth for concret manhole Type B depth beyond 1610 mm upto 2110 mm
11
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1500 mm internal diameter Concrete Manhole Type-C of Depth start below 2210 mm
26
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Extra depth for concret manhole Type C depth beyond 2210 mm upto 5000 mm
12
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Providing HDPE/DI pipes as per IS 14333 drop connection externally for drop depth 0.60 m drop from branch sewer line to main sewer manhole or vise versa including inspection and cleaning eye, HDPE/DI drop pipe and bend encased around with cement concrete M15 with all form work, cutting holes in walls and making good with brick/ stone masonry work in cement sand mortar 1:4 plastered with cement sand mortar 1:3 with stiff cement mortar 1:1 around HDPE pipe in masonry wall, making required channels complete as per standard design and specifications and/ or as the directed of the Engineer. 200 mm dia
191
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250 mm dia
14
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300 mm dia
11
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400 mm dia
99
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Extra for additional drop depth of HDPE/DI pipes as per IS 14333 drop connection beyond 0.6 m complete as per standard specification and the direction of the Engineer.
200 mm dia
166.17
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250 mm dia
12.18
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300 mm dia
9.57
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400 mm dia
86.13
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). Used for pipe bedding at River & Nallah crossing
12
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(RCC arch bedding for encasing the pipe for river & Nallah crossing)
57
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
5700
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Providing, fixing and erecting precast RCC (M20) Vent shaft with cowl, 125mm and 225mm internal and external dia respectively at top, 300mm and 450mm internal and external dia at bottom and 9.0m over all length, bottom 1.175m below ground level fixed in the pit 900mmx900mmx1500mm with PCC M15, 250mm in bed and minimum 200mm all around with top 150mm in PCC M15 with 20mm nominal size graded stone aggregate , junction of vent shaft and concrete grouted with cement mortar 1: including making connection with sewer manhole with 150mm dia NP4 RCC pipe (IS 458-ammended upto date) as required including Type-A bedding complete as per standard design and finished with water proof cement of approved brand as per drawings and/or as directed by Engineer.
8
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Providing and Laying 20mm thick cement plaster of specified mix with Recorn 3S having a fiber length of 4.8 mm ( 100 gm / bag of cement) in single coat including finishing even and smooth and curing etc all complete . mix :1:4 (1 cement: 4 coarse sand)
2705
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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
4305
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Supply & Fixing 0.56 m Internal dia Anti-theft D.I. air-tight manhole cover with frame (Heavy duty minimum weight 80 kg.) with locking arrangement of material grade SG-500/7 as per IS 1865-1991 with grade designation c-250 as per EN-124 Ductile Iron, including testing and inspection as per guidelines of IS specifications , painting with sulphate resisting paint/ Bituminous paint.(Payment shall be made to the contractor on actual executed quantity basis and proportionately amount of SFRC manhole cover (with frame) shall be deducted from respective manhole). All as per technical specification, drawing and as directed by Engineer-in-charge.
27
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Supply & Fixing 0.56 m Internal dia Anti-Theft D.I. air-tight manhole cover with frame (Extra heavy duty minimum weight 95 kg.) with locking arrangement of material grade SG-500/7 as per IS 1865-1991 with grade designation d-400 as per EN-124 Ductile Iron, including testing and inspection as per guidelines of IS specifications , painting with sulphate resisting paint/ Bituminous paint.( Payment shall be made to the contractor on actual executed quantity basis and proportionately amount of SFRC manhole cover (with frame) shall be deducted from respective manhole). All as per technical specification, drawing and as directed by Engineer-in-charge.
27
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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality.EHD - 35.Circular shape 560 mm internal diameter.
50
-
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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality.H D - 20.Circular shape 560 mm internal diameter.
50
-
-
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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality.H D - 10.Circular shape 560 mm internal diameter.
50
-
-
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Providing & Laying 230 mm thick Rubble/Stone Soling below PCC of Manhole in case of weak Soil Strata
910 mm dia ( Brick Manhole)
48.44
-
-
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1220 mm dia ( Brick Manhole)
44.52
-
-
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1520 mm dia ( Brick Manhole)
41.5
-
-
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900 mm dia (RCC Manhole)
11.71
-
-
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1200 mm dia (RCC Manhole)
10.93
-
-
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1500 mm dia (RCC Manhole)
11.85
-
-
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Sewer House Sewer connection
-
-
-
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Providing ,laying & jointing of sewer house service connection to individual housess from chamber inside the property to either road side chamber or street manhole .Works includes supply and delivery of plain ended with integral sockets plasticised polyvinylchloride (uPVC) Pipes with ISI mark intended for underground (buried)_ non pressure gravity sewer applications conforming to IS:15328:2003 with latest amendments for different sizes and stiffness classes as per specifications including identification of location of existing chamber / sleeve.The pipes may be joined using elastomeric sealing rings.The elastomeric sealing rings required for jointing of ring tight uPVC Pipes and shall in aacordance with one of the types (Type 1 to Type 6) of IS 5382. Including excavation (in water mud or under foul condition, dismantling of all type of roads like BT, CC, Stone, Paver blocks (all thickness and sizes), and floors likes kota stone, tile, manhole etc. Or any other type of floooring as per site condition, dewatering, refilling, compaction and disposal of surplus earth / unserviceable materials with all lead and lift at suitable disposal site as directed by Engineer. Making conncetion of drain or sewer line with existing manhole including breaking into and making good the walls, floors, with cement concrete. The uPVC specials like bends, tees, couplers,etc.) shall be provided as per site condition .All transportation,loading and unloading ,conveying to site,lowering ,laying and jointing of pipes, 75 mm thick sand/concrete bedding all around the pipe as per drawing and specifications shall be inclusive complete the work in all respect and as per specification and as directed by the Engineer -in-charge .The PVC resin shall be of grade 67 ER 092 for S16.5 series ,SDR 34,SN-8.(CC Floor restoration shall be paid saparately)
110 mm dia (Outer diameter)
2430
-
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160 mm dia (Outer diameter)
1460
-
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Construction of chamber in side the premises of individual houses with clear inside opening of 300*300 mm having depth as per site condition with 230 mm thick Brick (FPS bricks of class designation 7.5) Masonary in CM 1:4 (1 cement : 4 coarse sand ), including inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls, 20 mm thick plaster on external surface with cement mortar 1:4 (1 cement : 4 coarse sand ) and bed concrete ,PCC M-15(1:2:4) (1 cement :2 fine aggregate : 4 course aggregate ) for bed of 150 mm thick & benching of as per drawing with precast (LD-2.5) cover slab .The work includes Coping in M-20 for fixing of frame,excavation ,refilling of excavated material with compaction ,fixing of uPVC Pipe of 110 mm dia as required .Work should be completed in all repect as per specifications ,drawing and as per directions of Engineer-in-charge. (for HSC
390
-
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Construction of chamber out side the premises of individual houses with clear inside opening of 400*400 mm having depth upto 750 mm 230 mm thick Brick (FPS bricks of class designation 7.5) Masonary in CM 1:4 (1 cement : 4 coarse sand ), including inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete , 20 mm thick plaster on external surface with cement mortar 1:4 (1 cement : 4 coarse sand ) and PCC M-15(1:2:4) (1 cement :2 fine aggregate : 4 course aggregate ) for bed of 150 mm thick & benching of as per drawing with precast (LD-2.5) cover slab .The work includes Coping in M-20 for fixing of frame,excavation ,refilling of excavated material with compaction ,fixing of uPVC Pipe of 110 mm dia as required .Work should be completed in all repect as per specifications ,drawing and as per directions of Engineer-in-charge.
183
-
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Construction of chamber out side the premises of individual houses with clear inside opening of 450*450 mm having inside depth upto 750 mm with 230 mm thick Brick (FPS bricks of class designation 7.5) Masonary in CM 1:4 (1 cement : 4 coarse sand ), including inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete, 20 mm thick plaster on external surface with cement mortar 1:4 (1 cement : 4 coarse sand ) ,PCC M-15(1:2:4) (1 cement :2 fine aggregate : 4 course aggregate ) for bed of 150 mm thick & benching of as per drawing with precast (MD-10) cover slab .The work includes Coping in M-20 for fixing of frame,excavation ,refilling of excavated material with compaction ,fixing of uPVC Pipe of 110 mm dia as required .Work should be completed in all repect as per specifications ,drawing and as per directions of Engineer-in-charge.
10
-
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Extra for over depth beyond 750 mm upto 1000 mm for property chamber
1
-
-
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Supply & Fixing 450 mm square shape chamber cover with frame (Medium duty minimum weight 10 kg.) with locking arrangement of material grade SG-500/7 as per IS 1865-1991 with grade designation c-250 as per EN-124 Ductile Iron, including testing and inspection as per guidelines of IS specifications , painting with sulphate resisting paint/ Bituminous paint. (Payment shall be made to the contractor on actual executed quantity basis and proportionately amount of pre-cast rcc cover (with frame) shall be deducted from respective chamber ). All as per technical specification, drawing and as directed by Engineer-in-charge.
2
-
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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality.M D - 10.Square shape 450 mm internal dimension
10
-
-
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Supply,Installation,Testing, commissioning of PolyPropylene (PP) inspection chamber with heavy duty frame & cover with risers as per the site condition as per relevant Standard acceptable to the Employer including earth work, cement concrete in 1:3:6 in foundation & sides etc complete as per the direction of Employer's Representative.-
450 mm Internal Diameter and depth upto 450 mm
40
-
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extra for over depth beyound 450 mm
10
-
-
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Miscellaneous Works
-
-
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
100
-
-
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
10
-
-
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
10
-
-
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Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineerin- charge.
10
-
-
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Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work.
10
-
-
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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
In cement mortar
10
-
-
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Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :
In cement mortar
100
-
-
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Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
100
-
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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
100
-
-
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
10
-
-
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)
50
-
-
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Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
50
-
-
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Construction of 3.75 meter (Carriage width) wide approach road for STP site as per Technical Specification and Direction of Engineer-In-Charge
500
-
-
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Construction of Boundary Wall around STP Premises along with Gate - 100 Mtr
1
-
-
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G.I. Chain Link Fabric Fencing (PVC Coated) around green belt outsite STP Premises along with gate - 200 Mtr
1
-
-
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Providing and Laying Random Rubble Stone Masonry in 1:3:6 c.c. (1 cement, 3 sand, 6 clean hard graded stone chips, size 40mm gauge) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down) and curing etc, complete as per the direction of Engineer in Charge, excluding the cost of carriage of materials.
50
-
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Construction of retaining wall for STP Site = 100 m
1
-
-
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Cartage
-
-
-
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Cartage of Pipe- For Pakyong
1
-
-
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Carriage for Civil, Electrical & Mechanical Items (cement, sand, aggregate, steel etc)- For Pakyong
1
-
-
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DG Set
-
-
-
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Provision for Backup DG at STP of Pakyong
1
-
-
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Environmental monitoring cost
-
-
-
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Air quality monitoring
50
-
-
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Noise quality monitoring
50
-
-
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Ground water quality monitoring
50
-
-
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Surface water quality monitoring
50
-
-
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Soil quality monitoring
50
-
-
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Schedule 3: WTP and Its ancillary works
-
-
-
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Design, proof-checking, construction, testing, and commissioning of a 6 MLD Unconventional (Simplified) Water Treatment Plant (WTP) incorporating automation systems like SCADA. The WTP will include essential components such as the Inlet Chamber/Cascade Aerator, Coagulation and Flocculation Units, Sedimentation Tank/Tube Settlers, Filtration Unit, Alum tanks, Chlorination Unit, and Clear Water Sump. WTP unit shall be provided with reuse of Filter Back Wash mechanism, Sludge handling. The project will also cover necessary piping, valves, gates, drains, and pathways, along with an Administrative Block, Quality Control Lab and Laboratory for operational control.
The scope encompasses all allied civil, electrical, and mechanical works, including transformers, metering cubicle, and instrumentation systems. The WTP shall be designed in accordance with the CPHEEO Manual, IS 10500, and relevant BIS standards, ensuring compliance with the Environment (Protection) Rules, 1986, and CPCB norms, as per the project specifications. Including testing, trial run for 3 (three) month of the Plant to the satisfaction of the Engineer – in - Charge
SCADA for WTP should include:
1. Flow Measurement: plant Inlet, outlet, bypass
2. Water Quality: pH, TSS, Turbidity, Chlorine
3. Pump & Motor Controls: through level transmitter 4. Chemical Dosing: Chlorine, Coagulant/Flocculant
5. Level Sensors: at each Tanks & Sumps
6. Temperature Control: at each blower
7. Alarms: Fault, Overflow, Safety
8. Data Logging & Reporting
9. Energy Monitoring
10. Major Valve & Actuator Automation
1
-
-
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Schedule 4:STP, SPS, Package STP & Septage and Its ancillary works
-
-
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Design, proof-checking, construction, testing, and commissioning of 1.5 MLD Sewage Treatment Plants (STPs) based on Sequencing Batch Reactor (SBR) technology, integrated with SCADA for automation. The STPs will consist of key components, including the Inlet Chamber, Screen Chamber, Detritus Tank, Distribution Chamber, CASP Basins, Sludge Sump, Chlorine Contact Tank, Chlorinator Room, Sludge Centrifuge, Decanting System, Diffusers, Treated Effluent Tank, and Effluent Discharge System up to disposal point. The project scope includes the provision of all necessary piping, valves, gates, drains, pathways, and an Administration Block with a laboratory. Comprehensive civil, electrical, and mechanical works will be undertaken, including HT Substation, transformers, metering cubicle, and instrumentation systems.
The STP design shall adhere to relevant standards and regulations, including the CPHEEO Manual, relevant BIS standards, ensuring compliance with NGT guidelines, the Environment (Protection) Rules, 1986, and CPCB norms, as outlined in the project specifications. Including testing, trial run for 3 (three) month of the Plant to the satisfaction of the Engineer
-
-
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"SCADA for STP should include:
1. Flow Measurement: plant Inlet, outlet, bypass
2. Water Quality: pH, BOD, COD, TSS at plant inlet and outlet
3. DO Analyzer: at each Sbr basin
4. Pump & Motor Controls: through level transmitter 5. Aeration & Blower Controls: through DO Analyzer
6. Sludge Management: through auto knife gate valve and timer base logic
7. Chemical Dosing: Chlorine, Coagulant/Flocculant, pH Adjustment
8. Level Sensors: at each Tanks & Sumps
9. Temperature Control: at each blower
10. Alarms: Fault, Overflow, Safety
11. Data Logging & Reporting
12. Energy Monitoring
13. Major Valve & Actuator Automation"
-
-
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For Pakyong 1.5 MLD
1
-
-
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SPS/MPS For Pakyong
-
-
-
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Mechanical works at SPS
1
-
-
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Electrical works at SPS
1
-
-
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SCADA for SPS
1
-
-
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Pumping Main from MPS to MH
1
-
-
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SEPTAGE FSTP
-
-
-
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Survey, design, drawing, construction, testing and commissioning of Fecal Sludge Treatment Plant (FSTP) of installed capacity with all necessary appurtenant structures (civil and electromechanical) and allied works etc. including all necessary approvals from various government departments etc. including testing, trial run for 3 (three) month of the Plant to the satisfaction of the Engineer – in - Charge
For Pakyong 10 KLD
1
-
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PROCUREMENT OF VEHICLE FOR SEPTAGE MANAGEMENT
Supply of Suction cum Jetting Machine Cesspool vehicle with Capacity of 3 KL (2 KL- Sludge water tank & 1 KL- Fresh water tank)
3
-
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Schedule 5: O&M
Operation, Maintenance and Management Services for Water Supply System
-
-
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Operation and maintenance Fee for 5 year Operation Service Period for producing and distribution (24x7) potable water conforming to the relevant Service Levels including all necessary tasks, activities and obligations as necessary for operation, maintenance and management of water production and distribution system and all related infrastructure, Source/Intake, treatment of water at WTP, chlorination for disinfection, water quality testing and monitoring, flow and pressure measurement, management of water distribution to all connected customers, including planning, demand management, DMA and sub-DMA management, network operations, network management, leak detection, leak repair, connections management, all commercial services including meter reading, bill generation, distribution of bills, customer services including recording and redressing customer complaints, all administrative and management tasks and all services to be provided as a prudent water supply service provider as well as cost of incentives, operations, spares, equipment, transport, tankered water supply, including all necessary preventive and reactive maintenance of all civil, mechanical, electrical and instrumentation units, transport, communications, reporting, including cost of all wages, chemicals, Fuel, consumables, spares, insurance, complete.
Electricity Charges will be paid by GoS.
The bidder shall separately provide the break-up of salaries and wages, consumables, electricity, preventive maintenance for civil, mechanical, electrical and instrumentation, insurance and all other costs in a separate sheet for analysis by EmployerFunctional HSC During Execution and O&M period
220080
-
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Operation, Maintenance and Management Services for Sewerage System
O&M Fee for 5 year Operation Service Period for sewage collection system, conveyance and treating sewage at STP and safe disposal of treated sewage into water body conforming to the relevant Service Levels and Pollution control board norms, including all necessary tasks, activities and obligations as necessary for operations, maintenance and management of sewerage system and all related infrastructure comprising of sewers, house service connection chambers, sewage pumping station(s), sewage treatment plant(s) comprising of screening, grit removal, primary sedimentation (if required), aeration basins, coagulation, secondary sedimentation, filtration (if required), chlorination for disinfection, disposal of sludge, treated sewage, sewage quality testing and monitoring at STP(s), management of sewage collection, conveyance, network management, connections management, all administrative tasks, management tasks and all services to be provided as a sewage management provider etc., as well as cost of management, wages, incentives, operations, maintenance, spares, administration, equipment, transport, operation of sewer cleaning equipment for cleaning of sewers, flushing of sewers using tankers including all necessary preventive and reactive maintenance of all civil, mechanical, electrical and instrumentation units, administration, transport, communications, reporting, including cost of all wages, chemicals, Fuel, consumables, administration, transport, spares, insurance etc., complete.
Functional HSC During Execution and O&M period
34980
-
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Variable O&M Fee for Septage management: For 5 Years
Collection of septage from house hold and conveyance to Co-treatment facility at STP and safe disposal into STP for further treatment conforming to the relevelent service levels including all necessary activities and obligation as necessary for suction of septage from septic tanks, house service connection chambers, management of septage collection, conveyance, disposal management, all administrative tasks and all services etc., as well as cost of management, wages, incentives, operations, maintenance, spares, administration, equipment, transport, operation of septage cleaning equipment for cleaning of septic tank by using Suction Machine including all necessary preventive and reactive maintenance of all civil, mechanical, electrical and instrumentation units, administration, transport, communications, management information systems, reporting, including cost of all wages, chemicals, Fuel, consumables, administration, transport, spares, insurance etc., complete.
1118
-
-
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