Uttarakhand Urban Sector Development Agency Tender
View complete overview of Uttarakhand UUSDA Tender
Uttarakhand Urban Sector Development Agency - UUSDA Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date26 Jul 2024
Closing Date9 Sep 2024
Tender AmountRefer Documents
Costs
EMD
₹ 2,00,00,000Document Cost
₹ 29,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_USADB_73962_1Bid Award Id
ViewTender No
UUSDA/P-92/889Tender Authority
Uttarakhand Urban Sector Development Agency ViewPurchaser Address
-Website
http://https://uusdip.org/
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Documents
BOQ Items
Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5 m and all leads with back filling in layers not exceeding 20 cm including consolidation, watering, ramming of excavated earth in the trenches.
33803
-
-
Excavation in soil mixed with single bouldres etc. requireing the use of special T&P, if any, for pipe line trenches including lift up to 1.5 m and all leads with back filling, watering, ramming of excavated earth in the trenches.
22535
-
-
Excavation in medium Rock by chiseling or mechanical means requireing the use of special T&P, if any, for pipe line trenches including lift up to 1.5 m and all leads with back filling, watering, ramming of excavated earth in the trenches.
100
-
-
Add to item 4.0 to 6.0 for for every additional 1.5 m. (5 ft) lift or part of 1.5 m.(5 ft).
10
-
-
Filling of earth in trenches or in embankment by available earth in the layers not exceeding 20 cm in thickness with consolidation of each layer by ramming with mechanical compector under optimum moisture content (OMC) to give atleast 95% of maximum dry density (proctor density). Boulders or broken rock pieces are not allowed in filling of earth. (other than item No. 1, 2 and 3).
500
-
-
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.
840
-
-
Dewatering of water caused due to seepage of ground water and surface water, including 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 including disposal to the nearest drainage or as as directed by Employers Representative.
500
-
-
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 suitably two rows of 100 mm wide PVC Tape preferabley of red colour. The M.S. pipe 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 the hole shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis).
40040
-
-
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).
26693
-
-
Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6 mm angle iron or 50x50x3 mm 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 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Employer's Representative 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 Employer's Representative. 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 Employer's Representative.(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).
1500
-
-
Providing and laying sand bedding and encasing all around the pipeline in trenches including watering, ramming, consolidating and dressing complete as per technical specification & as directed by Employer's Representative.
3053
-
-
Providing & laying Granular bedding with graded hard crusher broken stone of 100% passing through 20 mm sheive, 20 to 50 % passing through 10 mm sheive and 100 % retain on 6.3 mm sheive, laying in layers of thickness 10/15 cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by Employer's Representative
305
-
-
Providing of all materials, Carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full lenght DI-K7 S&S Centrifugally Cast (Spun) Ductile Iron Pipes confirming to IS: 8329-2000 and part with cutting of pipe including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985, internal cement mortar lining for potable water with testing of pipe line,disinfection, commissioning all complete as per technical specification & as per the direction of Employers Representative.
-
-
-
100 mm dia
34662
-
-
150 mm dia
12198
-
-
200 mm dia
2815
-
-
250 mm dia
1924
-
-
300 mm dia
420
-
-
350 mm dia
1363
-
-
400 mm dia
100
-
-
450 mm dia
278
-
-
500 mm dia
100
-
-
Providing of all materials, Carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full lenght DI-K9 S&S Centrifugally Cast (Spun) Ductile Iron Pipes and part with cutting of pipe confirming to IS: 8329-2000 including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985, internal cement mortar lining for potable water with testing of pipe line, disinfection, commissioning all complete as per technical specification & as per the direction of Employers Representative.
-
-
-
100 mm dia
100
-
-
150 mm dia
100
-
-
200 mm dia
1951
-
-
250 mm dia
100
-
-
300 mm dia
100
-
-
350 mm dia
100
-
-
400 mm dia
100
-
-
450 mm dia
100
-
-
Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I D/F pipes (Heavy Duty) (including supply of all jointing materials ) in trenches with its cutting and testing of pipe line etc complete as per the specification and as directed by Employers Representative.
-
-
-
50 mm dia
5000
-
-
Providing and Laying Double Flanged (Screwed/Welded) Centrifugally Cast (Spun) Ductile Iron Pipes of class K-9 with true to alignment & Jointing of full lenght including supply of nut bolt, gasket, packing confirming to IS: 5382-1985, internal cement mortar lining for potable water with testing of pipe line complete. D.I. Double Flanged Pipe K-9.
-
-
-
100 mm dia
200
-
-
150 mm dia
200
-
-
200 mm dia
200
-
-
250 mm dia
200
-
-
300 mm dia
200
-
-
350 mm dia
200
-
-
400 mm dia
200
-
-
450 mm dia
198
-
-
Providing and Jointing D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000 including jointing material all complete as per specification, design, drawing and as directed by Employers Representative.
-
-
-
Upto 600 mm dia
1100
-
-
Providing and Jointing of D.I. Specials of class K-12 suitable for mechanical jointing as per IS: 9523- 2000 including nut, bolt, gasket all complete as per specification, design, drawing and as directed by Employers Representative.
-
-
-
Upto 600 mm dia
346
-
-
Provide necessary T&P and cutting of following nominal dia of Cast Iron/Ductile iron (Spuns) pipes (Class 'LA' and 'A' for C.I. pipe and K-7 and K-9 for D.I. pipe) or specials including shaping and finishing the ends all complete as per specification, design, drawing and as directed by Employers Representative, for the following-(other than Item Nos.-16 and17)
-
-
-
100 mm dia
50
-
-
150 mm dia
50
-
-
200 mm dia
50
-
-
250 mm dia
50
-
-
300 mm dia
50
-
-
350 mm dia
50
-
-
400 mm dia
50
-
-
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 Employer's Representative Class PN 1.6 (Manually Operated), for the following:
-
-
-
100 mm dia
72
-
-
150 mm dia
40
-
-
200 mm dia
13
-
-
250 mm dia
7
-
-
300 mm dia
3
-
-
350 mm dia
5
-
-
400 mm dia
1
-
-
450 mm dia
1
-
-
Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Scour 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 Employer's Representative (Class (PN-1.6) Manually Operated), for the following-
-
-
-
80 mm
16
-
-
100 mm
5
-
-
150 mm
3
-
-
200 mm
3
-
-
250 mm
3
-
-
300 mm
3
-
-
350 mm
2
-
-
400 mm
2
-
-
Providing, lowering, laying, aligning, fixing in position and jointing in pipe line DI Kinetic Air Valves (PN1.6) as per IS 14845:2000 including isolation valve of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Employer's Representative, for the following-
-
-
-
40 mm dia
10
-
-
50 mm dia
15
-
-
80 mm dia
5
-
-
100 mm dia
5
-
-
Supplying and fixing of Landing valve double outlet including stand pipe at suitable location and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect as per the direction of Employers Representative.
-
-
-
100 mm diameter Fire Hydrant Confirming to IS: 5290 (Flanged)
5
-
-
Providing, lowering, laying, aligning, fixing in position and jointing DI 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 Employers representative.
-
-
-
80 mm dia PN-1.6
1
-
-
100 mm dia PN-1.6
72
-
-
150 mm dia PN-1.6
40
-
-
200 mm dia PN-1.6
13
-
-
250 mm dia PN-1.6
7
-
-
300 mm dia PN-1.6
3
-
-
Construction of brick masonry Sluice Valve Chamber for different size of valves with 7.5 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, 100 mm thick leveling course of PCC 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of steel reinforcement not less than 80 kg per cum CC, form work, proper curing complete in all respect as per standard specifications and drawings and as directed by Employers representative.
-
-
-
For 100-150 mm dia pipe
148
-
-
For 200-250 mm dia pipe
53
-
-
For 300-350 mm dia pipe
24
-
-
For 400-450 mm dia pipe
2
-
-
Construction of brick masonry Air Valve Chamber for different size of valves with 7.5 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, 100 mm thick leveling course of PCC 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of steel reinforcement not less than 80 kg per cum CC, form work, proper curing complete in all respect as per standard specifications and drawings and as directed by Employers representative.
-
-
-
Upto 100 mm dia
35
-
-
From 125 to 200 mm dia
1
-
-
From 250 to 350 mm dia
1
-
-
From 400 to 500 mm dia
1
-
-
Construction of brick masonry Scour Valve Chamber for different size of valves with 7.5 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, 100 mm thick leveling course of PCC 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of steel reinforcement not less than 80 kg per cum CC, form work, proper curing complete in all respect as per standard specifications and drawings and as directed by Employers representative.
-
-
-
Upto 150 mm dia pipe
24
-
-
For 200-250 mm dia pipe
6
-
-
For 300-350 mm dia pipe
5
-
-
For 400-450 mm dia pipe
2
-
-
Construction of RCC Electro-Magnetic Flow meter Chamber including earthwork excavation, 100 mm PCC (1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) as leveling course, RCC M25 grade for base slab, side wall & cover slab including cost of steel reinforcement not less than 80 kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Employers representative.
-
-
-
Upto 250 mm dia pipe
13
-
-
For 300-350 mm dia pipe
8
-
-
For 400-450 mm dia pipe
1
-
-
Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants,and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design and as directed by Employers Representative.
5
-
-
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: 6 graded stone aggregate 40 mm nominal size) complete as per standard design and as directed by Employers Representative.
3
-
-
Providing and laying in position machine batched and machine mixed nominal mix (1:1:2) 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 Employers Representative.
9
-
-
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.
758
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns
50
-
-
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.
100
-
-
Installlation of casing by Auger Boring method and laying of product pipe through casing pipe, 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 Employers Representative. all complete except the cost of the pipe.
-
-
-
Upto 300 mm dia in all type of Soil
50
-
-
Above 300 and upto 450 mm dia in all type of Soil
50
-
-
Above 450 and upto 750 mm dia in all type of Soil
50
-
-
Supply of MS casing pipe of specified thickness Confirming to IS: 3589-2001, including painted with outside & inside surface with two coats of anticorrosive paint of approved brand and manufacture, including all labours, fittings & accessories, all complete, for all depths, as per direction of Employers Representative.
22739
-
-
Construction of Over Head Tank including, Geotechnical investigation, Detailed Structural Design (Water retaining structure shall be designed confirming to IS: 3370-2021, Construction of Flat Bottom/Intze Type RCC Over Head Tank with Maintenance Gallery (M-30 Grade concrete) supported on RCC Beam Column Structure of sufficient staging height, designed for Safe Bearing Capacity as per the soil investigation report. The cost shall be all inclusive of supply, erection, construction, all testing, disinfecting and commissioning of reservoir, maintenance gallery, Dog-legged / suitable stairs, MS ladders with cage (maintenance gallery to top of roof & stairs from last landing to maintenance gallery), Aluminium ladder (from manhole to inside the tank), manhole frame with cover, handrail (around roof, maintenance gallery, up to manhole & along stairs), water proofing treatment of tank (polymer modified slurry coating), painting all exterior concrete surfaces with weather shield emulsion paint, providing piping arrangement with flanged D.I (K-9) pipes for inlet/s and outlet/s, scour and overflow, motorised DI sluice valves for inlet and OHT bypass, PRV and manual Sluice valve at bypass of outlet valve and manual sluice valve for scour, Float valve, sluice valve chambers, Flow meter chamber, plinth protection, surface drain, flooring below OHT, Grill Gate at start of stair, Landscaping, lightning arrestor with two earth pits etc. complete in all respect as per specifications, design, drawing & satisfaction of Employers Representative.
-
-
-
900 KL
900
-
-
1500 KL
1500
-
-
1900 KL
1900
-
-
Additional rates for staging per meter height beyond 12 m height including cost of all material, labour,shuttering, scaffolding T&P complete for following capacity ( in kiloliters ) Over Head Tanks
-
-
-
900 KL
8
-
-
1500 KL
10
-
-
1900 KL
10
-
-
Construction of Control Room building (G+1) as per drawing and technical specification including civil, electrical, mechanical, instrumentation, plumbing, EPABX system, PA system, CCTV system etc. complete in all respect as directed by Employer's Representative.
244
-
-
Construction of SCADA cum Billing Room as per drawing and technical specification including civil, electrical, mechanical, instrumentation, plumbing etc.in all respect as directed by Employer's Representative.
263
-
-
Construction of Pump House & Dosing Room at Tubewell location as per drawing and technical specification including civil, electrical, mechanical, instrumentation, plumbing etc.in all respect as directed by Employer's Representative.
143
-
-
Construction of Septic tank (10 users) as per drawing and technical specification including all ancillary works in all respect as directed by Employer's Representative.
4
-
-
Construction of soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in all respect as directed by Employer's Representative.
4
-
-
Construction of Boundary wall as per drawing and technical specification including earth work, PCC work, RCC work, reinforcement, masonry work, plastering, painting, structural steel work etc.in all respect as directed by Employer's Representative.
1000
-
-
Construction of Internal road as per drawing and technical specification including all ancillary works.in all respect as directed by Employer's Representative.
1000
-
-
Construction of Entrance Gate with pillar including all ancillary works. in all respect as directed by Employer's Representative.
9
-
-
Construction of tube well of 300 mm dia with bore dia 550 mm for 180 meter depth including mobilization & setting up of boring machine, lowering, centering of tube well assembly, suppy & filling of pea gravel, MS casing pipe (Minimum 7.9 mm thick), SS screen pipe, tubewell development, yield tests, as per technical specification in all respect as directed by Employer's Representative.
5
-
-
Extra over for depth beyond 180 meter upto 250 meter depth including mobilization & setting up of boring machine, lowering, centering of tube well assembly, suppy & filling of pea gravel, MS casing pipe (Minimum 7.9 mm thick), SS screen pipe (Minimum 5.0 mm thick), tubewell development, yield tests, as per technical specificationin all respect as directed by Employer's Representative.
350
-
-
Extra over for depth beyond 250 meter depth including mobilization & setting up of boring machine, lowering, centering of tube well assembly, suppy & filling of pea gravel, MS casing pipe (Minimum 7.9 mm thick), SS screen pipe (Minimum 5.0 mm thick), tubewell development, yield tests, as per technical specification in all respect as directed by Employer's Representative.
311
-
-
Construction of Cable trench as per drawing & technical specification including earth work, PCC ,RCC , steel reinforcement, steel work. Etc in all respect as directed by Employer's Representative.
101
-
-
Providing House Service Connection(Single Service connection) from Ductile Iron distribution main to property limit, including supply & fixing of brass ferrule confirming to IS: 2692, clamp saddle of non corrosive Engineering Plastic(Polyethylene) body moulded with Stainless Steel threaded metal insert for tapping outlet.The stirrup metal plate shall be duly embedded in the plastic body, except at the place of nut-bolt lugs.Threading size & dimensions shall confirm to IS :554. The design of the saddle body should be such that, the service connection outlet metal insert shall project out towards pipe side & align with hole drilled on the pipe to ensure positive locking against rocking or creeping on the pipe, as might be caused by vibration, pressure or excessive external loading. Saddle seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved). It shall be of type pressure activated hydro-mechanical design. It shall be contoured gasket to provide a positive initial seal, which increases with increase in the line pressure.Gasket shall be gridded mat, with tapered ends, with the outlet section having ring contacting the saddle body multiple rings contacting the pipe, preferably with a stainless steel reinforcing ring insert moulded to prevent expansion under pressure. Stainless Steel Type 304, NC rolled threaded, Tightening torque for1/2"(M12) nut bolt: 14g.m and for 5/8"(M16) nut bolt:21-23kg.m. Drilling the DI pipeline shall be through the chain and rachet mechanism and the drill hole shall be perpendicular to the axis of the DI pipeline, including supplying & laying MDPE PE 80 PN16 blue pipe as per ISO 4427 upto the property limit of both sides of road including supplying & fixing PP compression fittings such as Metal Insert Female Thread Adaptor with SS304 material (2Nos), Double compression elbow with compression on both sides (4Nos) complying to ISO 14236-2000 and GI plug-in for closure of ends/GI pipe with union to joint with existing connection, SS Ball Valve, FVC. All Pipes & fittings shall be PN 1.6 rating including transportion, loading & unloading at site, all labours, tools, eqipments etc. complete work including connecting new house service pipeline to existing/new legal house connection after completing the distribution pipeline as per the drawing & as directed by Employer's Representative.(Road Cutting & Restoration shall be paid separately)
-
-
-
15 mm Connection
4906
-
-
20 mm Connection
154
-
-
25 mm Connection
51
-
-
Providing House Service Connection from Galvenized Iron (GI) distribution main to AMR Meter, including supply & fixing of brass ferrule confirming to IS: 2692, supplying & laying of GI Pipe & fitting (Heavy Duty) as per relevant IS code , Tee / saddle, SS Ball Valve, FCV. All Pipes & fittings shall be as per relevant IS code including transportion, loading & unloading at site, all labours, tools, eqipment etc. complete work including connecting with existing house connection / new connection after completion of the distribution pipeline as per the drawing & as directed by Employer's Representative. (Road Cutting & Restoration shall be paid separately)
-
-
-
15 mm dia
1226
-
-
20 mm dia
38
-
-
25 mm dia
13
-
-
Road Cutting, Restoration & miscellaneous works
-
-
-
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 with all lead outside the periphery of the area cleared as per direction of Employer's Representative.
13092
-
-
Dismantling of flexible pavements and disposal of dismantled materials with all lead, stacking serviceable and unserviceable materials separately as per Technical Specification and as per direction of Employer's Representative.For followings-
-
-
-
By Manual Means
112
-
-
By Mechanical Means
168
-
-
Dismantling of cement concrete by mechanical means using concrete cutter tools & equipments to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials with all leads and lifts, stacking serviceable and unserviceable materials separately as per direction of Employer's Representative.
15157
-
-
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material with all lead as per direction of Employer's Representative.
1539
-
-
Demolishing cement concrete manually/ by mechanical means including disposal of material with all lead & lift as per direction of Employers Representative.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
-
-
-
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
200
-
-
Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
200
-
-
Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material with all lead as per direction of Employers Representative
200
-
-
Removing mortar from bricks and cleaning bricks including stacking with all lead (stacks of cleaned bricks shall be measured) as per the direction of Employers Representative.
-
-
-
From brick work in cement mortar
1002
-
-
Dismantling of C.I. sluice valve including stacking of useful materials with all lead as per the direction of Employers representative.
-
-
-
Up to 150 mm diameter
15
-
-
Above 150 mm diameter
8
-
-
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Employers Representative, beyond 50 m initial lead, for all leads including all lifts involved.
500
-
-
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.For Grading I Material as per drawing and as per direction of Employer's Representative.
4617
-
-
Granular sub-base/base/surface course with local materials (Table 400.13)/ by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
1125
-
-
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 ,as per drawing and as per direction of Employer's Representative.
437
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. as per drawing and as per direction of Employer's Representative.
-
-
-
By Manual Means
44
-
-
By Mechanical means
396
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.as per drawing and as per direction of Employer's Representative.
-
-
-
By Manual Means
17
-
-
By Mechanical means
153
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.as per drawing and as per direction of Employer's Representative.
4891
-
-
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 as per drawing and as per direction of Employer's Representative.
4891
-
-
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site with all lead laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) as per drawing and as per direction of Employer's Representative.
147
-
-
Providing and laying Dense Bituminous Macadam with 100-120 TPH.Grading I - 37.5mm nominal size batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix 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. 507 complete in all respects as per drawing and as per direction of Employer's Representative.
150
-
-
Providing and laying Semi Dense Bituminous Concrete with 100-120TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% 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 Grading I - 13mm using Bitumen VG - 10.as per drawing and as per direction of Employer's Representative.
73
-
-
Providing and laying Bituminous Concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder, 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. 509 complete in all respects,for Grading-I (bituminous binder @ 5.2 % of mix ) as per drawing and as per direction of Employer's Representative.
100
-
-
Providing, laying and rolling of open-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. as per drawing and as per direction of Employer's Representative.
Mechanical Means Bitumen (VG-10)
1500
-
-
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 as per drawing and as per direction of Employer's Representative.
By Mechanical Means,Type A Bitumen (VG-10)
1500
-
-
Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels,rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications, as per drawing and as per direction of Employer's Representative.
4811
-
-
Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504,as per drawing and as per direction of Employer's Representative.
462
-
-
Providing and Laying of Interlocking Concrete Blcok (M-35) Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504,as per drawing and as per direction of Employer's Representative.
462
-
-
Laying serviceable cement concrete interlocking paver blocks of any design/shape/thickness laid in required line, level, curvature,colour and pattern over and including 50 mm thick compacted bed of coarse sand , filling the joints with fine sand etc. all complete as per drawing and as per direction of Employer's Representative.
616
-
-
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material with all lead as per drawing and as per direction of Employer's Representative.
200
-
-
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 drawing and as per direction of Employer's Representative.
500
-
-
Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work, as per drawing and as per direction of Employer's Representative.
100
-
-
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material with all lead as per drawing and as per direction of Employer's Representative.
-
-
-
In cement mortar
200
-
-
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material with all lead as per drawing and as per direction of Employer's Representative.
-
-
-
In cement mortar
50
-
-
Disposal of surplus dismantlled material obtained from road cutting by mehancical means including loading, unloading with all leads & lifts, to the dumping site with all lead as per drawing and as per direction of Employer's Representative.
290
-
-
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Employers Representative.With cement mortar 1:4 (1 cement : 4 fine sand)
1000
-
-
Renewing glass panes, with putty and nails wherever necessary including racking out the old putty all complete as per the direction of Employers Representative.
-
-
-
Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)
100
-
-
Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Employers Representative
100
-
-
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. all complete as per the direction of Employers Representative. .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
500
-
-
Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:-(i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits.(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.(iii) Chlorination of RCC internal surface by liquid chlorine.(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.(v) Finally the surface shall be treated with ultraviolet radiation etc. all complete as per the direction of Employers Representative.
500
-
-
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, with all lead all complete as per the direction of Employers Representative..All kinds of soil.
182
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
M-15 Cement Concrete
7783
-
-
M-10 Cement Concrete
4379
-
-
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 as per the direction of Employers Representative.
250
-
-
Dismantling of Exsiting Overhead tank including disposal of dismantled material all complete as per the direction of Employers Representative.
1
-
-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing all complete as per the direction of Employers Representative.
-
-
-
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
100
-
-
1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
120
-
-
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per specification and as per direction of Employers Representative, .300 mm dia in all type of soil
675
-
-
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per the direction of Employers Representative
44
-
-
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per the direction of Employers Representative.
65
-
-
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per the direction of Employers Representative
44
-
-
Gravel packing in recharge pit (Pea gravel) including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per the direction of Employers Representative.
26
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, all complete as per the direction of Employers Representative.200 mm nominal size dia
675
-
-
Ambient Air Quality
72
-
-
Noise Quality
72
-
-
Ground water Testing
72
-
-
Soil Testing
36
-
-
Surface water Testing
72
-
-
ELECTRICAL WORKS
-
-
-
Supply, Installation, Testing and Commissioning of IP-42 and general construction confirming to IS:8623 : 1993, wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel as specifications and Other parameters required as per point (a) ,(b), (c),(d), (e), (f), (g), (h) as below:-
(a)Thickness of CRCA sheet shall be 2.0 mm, cable alley compartments having concealed hinged type doors with key type lock with / without detachable extension type structure. Removable 3 mm. thick sheet steel gland plates with appropriate size of knockouts for cables shall be provided
(b)complete panel shall undergo a process of degreasing, Water rinsing, Activation, dedusting, pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel. The panel having PE foam/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire.
[c) Interconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar (63 amp ) . control wiring will be carried out with 1.5 Sq.mm, Earth wire with 2.5 Sq.mm and CT with 2.5 sq.mm flexible copper wire only. 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. (d)Wiring between components within switchgear and Incoming / outgoing cable shall be done through the terminal block only. Direct connection shall not be permitted. Each terminal block shall be one piece moulded, barrier type, 650 volt grade, complete with washers, heads, studs with two nuts and identification strips and shall have adequate continuous current rating. For tap-offs, adjacent terminals with shorting strips shall be used. 10% Spare terminal blocks shall be provided. Wire identification on marking strip shall correspond to the designation of the wiring diagrams. All wire terminals on the equipment shall also be marked with designation corresponding to those of the wiring diagram.
(e)All wiring shall be enclosed in plastic channels and neatly bunched and closed in metering chamber, Wiring between terminals of various devices shall be ‘point to point’ (no wire splitting or tee adequately supported to prevent sagging.
(f)Floor mounted panel shall be mounted on Base frame of ISMC channel size 100 x 50 x 5 mm.
(g) Tests: The insulation resistance (with 1000 V Megger) and High voltage Power frequency test (by applying a voltage of 2.5KV for one minute) shall be measured between phases, between phase and neutral and between phase and earth. both before and after high voltage power frequency test. The insulation resistance shall not be less than three megaohm. CT Secondary current injection test shall also be carried out.
(h) only outer surface area on all sides shall be measured & panel to be fabricated only from CPRI approved fabricator only (CPRI Test certificates to be submitted)All as per pre approved by Employers Representative.
150
-
-
Supplying and fixing of Aluminium (IEC 60105 ISO 209-1,2) / Copper (IEC 60028) bus bar by means of SMC / DMC type insulator with standard short circuit withstand capacity , 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 Employers Representative. Electrolytic grade Aluminium bus bar 6010 grade
25
-
-
Providing & Fixing of BIS approved Current Transformer as per 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 Ring Type Tape Wound/Resin Cast 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 Employers Representative.
-
-
-
CT Class 1, Ratio 400/5 to 1200/5, Burden 15 VA
30
-
-
Providing & Fixing of IP 51 Multi function meter as per Relavent IS 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 as per specification, design, drawing & as directed by Employer Representative.
-
-
-
Three phase with universal Auxiliary supply + AMP + HZ + PF + KW + KVA + KVAR + KVARH + KWH + DUAL ENERGY+ ENERGY+THD-I, THD-V & RUN HRS + MD with RS485
10
-
-
Three phase Ammeter with Inbuilt Selector Switch
10
-
-
Three phase Voltmeter with Inbuilt Selector Switch
10
-
-
Providing & Fixing of flush head push button actuators IEC 60947 with integral circuit, IP 65 above panel & 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, including connection etc. as required. All as per pre approved by Employers Representative.
-
-
-
Luminous type Red , Yellow, Green, Amber
30
-
-
Providing & Fixing of 110/220 V, unibody LED Indicating lamp IEC 60947 with integral circuit, IP 65 above panel & 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 Employers Representative.
-
-
-
Red/yellow/Green/Amber colour
120
-
-
Blue Colour
10
-
-
Supply Installation Testing & Commissioning of 3 /4 pole current limiting Moulded case circuit breaker (MCCB) made of flame retardent & heat resistant material having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C settings , conforming to IS/IEC 60947 P -2 :2003 with front face and centralised adjustable, trip free mechanisum, true contact position indicator, line load interchangeability, designed for both horizontal & vertical mounting without any adverse effect on electrical performance, suitable for operation upto 55 degree and without derating upto 40 degree, pollution degree 3, having positive isolation capability, push (test) to trip, trip time less then 10 ms under s/c condition, Breaking capacity Ics = 100% ICU. U imp =8 KV, rated insulation voltage 690 V. provision for UVR , shunt trip , earth fault trip, door interlock, pad lock & rotary handle , including making connections etc. as required.OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution All as per pre approved by Employers Representative.
-
-
-
4 pole MCCB With Microprocessor based release with adjustable O/L & S/C setting with Inbuilt Instantaneous and Ground fault Protection.- 630 Amp, 50 kA
10
-
-
3 pole MCCB With Microprocessor based release with adjustable O/L & S/C setting with Inbuilt Instantaneous and Ground fault Protection.- 250 Amp , 25 kA
10
-
-
3 pole MCCB With Microprocessor based release with adjustable O/L & S/C setting with Inbuilt Instantaneous and Ground fault Protection.- 400 Amp , 35 kA
4
-
-
Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Employers Representative.
-
-
-
Four pole MCB, 6-32 A
25
-
-
Supply Installation Testing & Commissioning of Variable Frequency Drives with panel supplied by manufacturer conforming to applicable standards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, display of electrical parameters, state of load & operating time, RS 485 serial link for connections to Modbus & complete in all respect as per specification, design, drawing & as directed by Employer Representative.
-
-
-
75 KW
1
-
-
90 KW
3
-
-
110 KW
1
-
-
Pipe Earthing 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 bookComplete in all respect as per specification, design, drawing & as directed by Employer Representative.
45
-
-
Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, 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.Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
-
-
-
50mm x 6mm copper strip
110
-
-
50mm x 6mm G.I. ( Hot Dipped ) Strip
500
-
-
25mm x 6mm G.I. ( Hot Dipped ) Strip
400
-
-
Supply installation testing & Commissioning of star rated Aluminium wound distribution Transformer of following rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & as per BEE star - 1 & BIS approved as per IS 2026- 1977 & losses as defined as per 2014 (Fourth Revision) Level-1 . including standard accessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C upto 200 KVA & 40-45 degree C for above 200 KVA, ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect .
The Transformer shall be subjected to routine factory tests (as per IS:2026 and IS:1180) including testing from CTL of discom before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule. All as per pre approved by Employer Representative.
-
-
-
250 KVA with Off -LTC (+5% to - 10% @ 2.5%)
4
-
-
315 KVA with Off -LTC (+5% to - 10% @ 2.5%)
1
-
-
Supply & Installation of D.P. Structure With AIR BREAK SWITCH having following specifications A, B, C, D, E. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
A) Double pole structure on 2 no ISMB ( I beam ) of size 150 x 75 mm, 10 mtr length using 7 no MS channel each of size 100 mm x 50 mm x 2500 mm complete in all respect with nuts, springs washers, clamps as required.
B) Off load type gang operated 3-pole vertical flute type switch suitable for 11KV ; 400A ,3-ø, central post rotating double break isolator complete with MS hardware , copper moving & fixed contact ,assembly of 9 nos pin insulator ,GI pipe of suitable length for operation.
C) 3nos Vertical / Horizontal mounted 11kv horn gap fuse set /drop out 11kv barrel fuses mounted on 6no pin insulators
D) 3 piece non linear resistor type. lighting arrestor of approved make suitable for 3 wire, 11kv Overhead line with rated voltage of 9kv rms & nominal discharge current rating of 5 ka & complete with galvanized clamping arrangement GI bolts, nuts, washer etc as required.
E) 3 no 11kv ACSR conductors mounted on pin type insularors as required. 6.GENERAL:The go shall be operated by hand operated liver properly earthed with provision for locking mounted at 3’Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
5
-
-
Supply , Installation, Testing and Commissioning SITC of Radiator Cooled and Turbo charged Silent DG Set (As per latest CPCB emission norms) having specifications as per A, B, C, D, E, F,G,H & I
A) 1500 RPM Diesel Engine conforming to BS:649/5514 of suitable BHP (up to 82.5 kVA 6 cylinder or Below required, 125 kVA & Above ratings 6 cylinder or above required ) capable of taking 10% over loading for one hour after 12 hours of continuous operation., Dry exhaust mainfold with Hospital grade silencer and catalytic convertor(isolated from main DG chamber), up to 3 M exhaust piping (with LRB insulation & Alum. cladding ) as required .
B) AC Brush less SPDP Alternator conform to BS 5000 (part 99) or IS/IEC 60034-1. . Alternator shall be self regulated with standard Alternator Protection( Over voltage , over speed & under voltage, under speed warning & shutdown).Engine & Alternator mounted on a common base Frame & coupled through a flexible coupling or close coupled
C) CPCB / ARAI approved Standard canopy with Weatherproof, powdercoated Accoustic enclosure for DG set for sound attenuation fabricated from 1.6 mm CRCA sheet steel (structure) with sidewall fabricated from 1.6 mm CRCA sheet & filled with glasswool (96Kg/m3) / Foam. as per IS8183 the doors of 28/40/50/85mm thick as perrating and fabricated from 1.6mm CRCA sheet packed with accoustic material, All doors/opening are sealed with neoprene /EPDNgaskets. The DG Set has Inbuilt / External in fuel tank to run 6 to 8 Hrs as per OEM standard, with protection and tripping of DG set against temperature of more than 50 degree centigrade.
D) Electronic / Mechanical governor, Manual & electric Start ,Batteries with battry charger, Engine instruments panel,AVM pads All controls for operation of DG set are from outside the enclosure with DG control panel having Microprocessor based Genset monitoring like Running Hour, RPM, Low Lube Oil tripping & control system, Panel mounted MCCB/ACB of suitable rating, Ammeter, Voltmeter, PF meter, frequency meter, KWH meter,digital fuel display meter, Ind.lamps etc. mounted inside enclosure , visible and accessible from outside. The enclosure should be suitable for following capacity DG sets and alternator. Noise level shall be less than 75 dB at a distance of 1 Mtrs. duly certified by authorised agency etc. complete in all respect of following capacity :
E) (i) Accoustic glass wool wall thickness should not be less then 40mm and not less then 20mm PU foam upto rating 100 KVA. (ii).Accoustic glass wool wall thickness should not be less then 65mm and not less then 50mm PU foam upto rating 250 KVA. (iii)Accoustic glass wool wall thickness should not be less then 100mm for rating above 250 KVA.
F) First filling of the fuel tank shall be done by contractor and the prevailing fuel cost at that time shall be reimbursed to the contactor by department.
G) Servicing Contract of DG Set from OEM's Authorised Service Dealer as per OEM guidelines during the DLP period shall be done by contractor including all consumables, actual charges shall be reimbursed to the contractor by End User Department.
I) DG set will be offered for Inspection and Testing at Manufacturer's Works in presence of Departmental Engineers. As required complete in all respect as per specification, design, drawing & as directed by Employer Representative.
-
-
-
225 KVA at 0.8 pf 415V 50Hz 3-ǿ
2
-
-
250 KVA at 0.8 pf 415V 50Hz 3-ǿ
2
-
-
300 KVA at 0.8 pf 415V 50Hz 3-ǿ
1
-
-
Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity 99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810.
-
-
-
3.5C, 185 Sqmm
800
-
-
3.5C, 240 Sqmm
2400
-
-
3.5C, 300 Sqmm
800
-
-
3C, 4 sqmm
200
-
-
3C, 185 sqmm
20
-
-
3C, 240 sqmm
60
-
-
3C, 300 sqmm
20
-
-
Providing & Laying ISI marked P.V.C. insulated submersible cable confirming to IS:694 with flexible copper conductor including making connection etc. as required
-
-
-
35.0 Sq.mm 3 core flat
400
-
-
50.0 Sq.mm 3 core flat
480
-
-
Supplying and making one end termination with Nickel plated heavy duty brass single compression gland (as per IS 12943-1990)) SIBG type consisting of Check Nut, Gland Body, Metal Washer(3 Nos.), Outer Seal Rubber Ring, Compression Nut, heavy duty aluminium lugs (as per IS 8309 -1993) duly crimped with crimping tool, PVC tape as per IS 8337-1976 of following size of PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required.All as per pre approved by Employer Representative.
-
-
-
3.5C, 185 Sqmm
8
-
-
3.5C, 240 Sqmm
24
-
-
3.5C, 300 Sqmm
8
-
-
3C, 4 sqmm
20
-
-
3C, 185 sqmm
2
-
-
3C, 240 sqmm
6
-
-
3C, 300 sqmm
2
-
-
Wiring for light point/fan point/exhust fan point/call bell point with 1.5 sqmm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, sutaible size M.S. box and earthing the point with 1.5 sqmm FRLS PVC insulated copper condutor single core cable etc. as required
-
-
-
Group A
20
-
-
Suppling & fixing of following sizes medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of reccessed conduit as required; 25 mm
100
-
-
Supplying & Fixing metal box of 180 mm X 100 mm X 60 mm Deep (Nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 A & 15/16 A socket outlet and 15/16 A piano type switch, connections, painting etc as required.
5
-
-
Supplying & drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/recessed steel/PVS conduit as required
-
-
-
4x2.5 Sq.mm.
100
-
-
Suppling & Fixing following way, single pole and neutral, sheet steel, MCB Distribution board, 240 V, on surface/ recess, complete with tinned Copper Bus Bar, neutral bus bar, din bar, interconnections, powder painted including earthing etc as required (But without MCB/RCCB/Isolater)
5
-
-
Supplying and fixing following rating, double pole, 240 V, isolater in exisitng MCB DB complete with connections, testing and commissioing etc as required; 63 A
5
-
-
Supplying & fixing 5A to 32 A rating, 240/415V, 10 kA, "C" curve, MCB suitable for inductive load of following poles in the exisiting MCB DB complete with connections, testing & Commissioning etc as required: Single Pole
15
-
-
Providing & Fixing of IP20 SMD Mid Power LED batten type integrated light fixture made from polycarbonate /extruded aluminium powder coated housing with in built driver , Power Consumption of 18W/20W ,system lumen efficacy ≥ 120 lm/Watt output, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD 10% ,p.f.≥0.95, CRI 80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Employer Repersentative.
4' LED Tube shape fixture 18/20 W (Extruded Al Base)
15
-
-
Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate /Extruded Al Base Housing & diffuser SMD Mid Power LED tube (with integral driver), on existing fixture. Power Consumption of 18W / 20W system lumen efficacy ≥ 110 lm/Watt output, internal surge protection of 2.5 KV ,THD 15% ,p.f.≥0.95,CRI 80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Employer Repersentative
4', 18/ 20 Watt LED Tube Without Batten (Extruded Al Base)
15
-
-
Octagonal MS Poles made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629.; 3 Mtr
5
-
-
S& F of all in one solar LED street light fixture with Integrated high efficient Monocrystalline panel with Lithium (LiFePO4) Ferro Phosphate battery with BIS approved make .luminaire should be secondary optic lenses for better distribution with delivered efficacy of 100 Lumen perwatt.Bidder shall have in house R&D Laboratory which is recognised by ministry of Science & Technology department, Govt. OfIndia/ NABL.
Bidder shall have inhouse pole & luminaire manufacturing facility.
Luminaire can be supplied with Hybrid switch along with indicator to understand the source of power( either from solar or AC supply).shall have certificate tested fromMNRE approved Lab. Guarantee for total system is two years .Note: All the above should be integrated and should be 1 system. make: Bajaj/Philips / Crompton.
Compact Solar LED Street Light - 20W(MONO) 18V/ 12.8V9Ah/12W
5
-
-
Providing & Fixing of Heavy duty capacitor start, copper woind Double ball bearing 900/1400 RPM single phase Exhaust fan as per PWD specification for electrical Works, conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required. OEM shall be an ISO certified company. Appropriate OEM test certificate shall be submitted by contractor. All as per pre approved by Engineer in charge.
-
-
-
450 mm sweep(900/1400 RPM)
5
-
-
MECHANICAL WORKS
-
-
-
Submersible pump Supply,Installaion, Testing & Commissioning of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, 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 A.C. supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling with suitable suction strainer. Pump should have suitable dischargeout let as per manufactureres design. Antithrust stream lined non return valve shall be provided with the pump. 3m submersible copper conductor cable in single/ double run and 2 pairs of suitable size errection clamp 10 mm thick shall be provided with each pump.( with bronze / stainless steel(CF8M) impeller) ,all complete as per Technical Specifications , Drawing & as directed by employer's Representative.
-
-
-
Subermersible Pump Working OPPOSITE TO OLD BRITISH PROPOSED TW AT OHT PREMISES (NEW) ,PUMP CAPACITY 2300 LPM , HEAD 115 M
1
-
-
Store Standby
PUMP CAPACITY 2300 LPM , HEAD 115 M
1
-
-
Subermersible Pump Working PROPOSED TW AT OHT PREMISES NEAR TEHSIL AREA (NEW) ,PUMP CAPACITY 2000 LPM , HEAD 125 M
1
-
-
Store Standby
PUMP CAPACITY 2000 LPM , HEAD 125 M
1
-
-
Subermersible Pump Working PROPOSED TW AT VERMALINE FOR OHT NEAR TEHSIL AREA (NEW) ,PUMP CAPACITY 1800 LPM , HEAD 125 M
1
-
-
Store Standby
PUMP CAPACITY 1800 LPM , HEAD 125 M
1
-
-
Subermersible Pump Working PROPOSED TW AT OHT PREMISES NEAR NAGAR NIGAM (NEW) ,PUMP CAPACITY 2500 LPM , HEAD 120 M
1
-
-
Store Standby
PUMP CAPACITY 2500 LPM , HEAD 120 M
1
-
-
Submersible pump Supply,Installaion, Testing & Commissioning of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, 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 A.C. supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling with suitable suction strainer. Pump should have suitable dischargeout let as per manufactureres design. Antithrust stream lined non return valve shall be provided with the pump. 3m submersible copper conductor cable in single/ double run and 2 pairs of suitable size errection clamp 10 mm thick shall be provided with each pump.( with bronze / stainless steel(CF8M) impeller) ,all complete as per Technical Specifications , Drawing & as directed by employer's Representative.
-
-
-
Subermersible Pump Working PROPOSED TW AT AYURVEDIC COLLEGE FOR NAGAR NIGAM OHT (NEW) ,PUMP CAPACITY 2300 LPM , HEAD 120 M
1
-
-
Store Standby
PUMP CAPACITY 2300 LPM , HEAD 120 M
1
-
-
Supply, installation, testing and commissioning of Mono Rail Chain Pulley Block suitable for lift up to 9m with chain 9m pulley block for Tubewells excluding cost of girder all complete as per Technical Specifications , Drawing & as directed by employer's Representative.Capacity - 3 Ton For Tube Wells
5
-
-
Supply, installation, testing and commissioning of glycerin filled Pressure gauge/Compound gauge of following ranges with isolation valve and tap off pipe ,all complete as per Technical Specifications , Drawing & as directed by employer's Representative.0-15 Kg/Cm2
5
-
-
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 , as per Technical Specification, Drawing & as directed by employer's Representative. Electrically Operated & SCADA Compatible class PN 1.6
-
-
-
200mm
10
-
-
Providing, lowering, aligning, fixing in position in pipe line, DI D/Fresilient seated (soft seated) Swing check 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 Employers Representative including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification , Drawing & as directed by employer's Representative.
NRV PN 1.6
-
-
-
200mm
5
-
-
Fabrication, supply of flanged/ screwed ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/
depths in tubewells complete including all material, labour, testing and commissioning along with pipe as per Technical Specifications, Drawing & as directed by employer's Representative (with minimum 5mm thickness).
-
-
-
Colomn pipe (Flanged/Screwed)
22203
-
-
90 Degree Bend
275
-
-
AF Tee
401
-
-
DF Pipe
2757
-
-
Providing, installation, testing and commissioning of Electromagnetic Flow Meter etc. including all materials and making connection with existing pipeline required for Electromagnetic Flow Meter including cutting the existing pipe line etc. complete in all respect as per technical specification , Drawing & as directed by employer's Representative.
-
-
-
200mm
5
-
-
SCADA & INSTRUMENTATION WORKS
-
-
-
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
-
-
FOR DI CHANNEL-Card with 16 channel & with base channels
2
-
-
FOR DO CHANNEL-Card with 16 channel & with base channel
2
-
-
RELAY CARD - with 8 channels
4
-
-
AI CHANNEL - card with 8 channels & with base channels
2
-
-
AO CHANNEL- card with 4 channels & with base channels
2
-
-
SCADA Software & Centralised Cloud Based System, Data Acquisition & Remote Monitoring etc.
1
-
-
Programming Software
1
-
-
Communication Card With Cable
1
-
-
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
-
-
-
System Cabinet/ Panel
1
-
-
24V Dc Power Supply Redundant
1
-
-
Remote I/O Panel
1
-
-
Server
1
-
-
Marshalling Panel
1
-
-
Hardware Switchgear Lot
1
-
-
Computer-32"LED –Engg. Stn.1No .& Operating Stn-1 Nos.. Total -2 Nos.
2
-
-
Common Desktop for Centralised SCADA Centre
2
-
-
Lazer Printer-A4- Colour
1
-
-
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
-
-
-
Printer
1
-
-
Aux. Contactor-Lot
1
-
-
Furniture
1
-
-
Air Conditioner-1.5 T
2
-
-
UPS-Redundant 2Kva, 150 AH*2 Battery Unit, Backup For 3 Hours Backup
1
-
-
Remote Data Transfer GSM/GPRS Modem -Wireless At Sending / Receiving End
1
-
-
Fibre Optic Cable Remote I/O Panel-Lot
1
-
-
Converter For Foc
4
-
-
iRTU PANEL WITH HMI AT EACH TUBEWELL 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
5
-
-
FOR DI CHANNEL-Card with 16 channel & with base channels
10
-
-
FOR DO CHANNEL-Card with 16 channel & with base channel
10
-
-
RELAY CARD - with 8 channels
10
-
-
AI CHANNEL - card with 8 channels & with base channels
5
-
-
AO CHANNEL- card with 4 channels & with base channels
5
-
-
HMI with Programming Software
5
-
-
Communication Card With Cable
5
-
-
System Cabinet/ Panel
5
-
-
iRTU PANEL WITH HMI AT EACH TUBEWELL 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
-
-
-
Power Supply Redundant
5
-
-
Hardware & Software Development –Lot
5
-
-
Remote Data Transfer GSM/GPRS Modem -Wireless At Sending / Receiving End With Dual Sim
5
-
-
UPS- 2 Kva with 150 AH*2 Battery Unit, Backup For 3 Hours for all RTU Panel Location
5
-
-
UPS-500vA Kva with Battery Unit With 2 hour Backup for all DMA Location
8
-
-
Billing Center Accessories Near to respective Pump House area
-
-
-
Common DeskTop for Billing Center
6
-
-
Printer
3
-
-
Furniture Set
3
-
-
Online payment SWAP Machine
6
-
-
ELECTROMEGNATIC FLOW TRANSMITTER AT DMA INLET LINE & OHT DISCHARGE
DATA LOGER & COMMUNICABLE WITH RTU/SCADA INTEGRATED FLOW TRANSMITTER
Electro Magnetic Type Bulk Flowmeter ( Bfm ): Providing, Installation, Testing And Commissioning Of Bulk Flow Meter With Removable Mechanism Class "B" Confirming To ISO: 4064/1 Including All Materials (Including CI/DI Fittings) and making Connection With new / existing Pipeline required For Bulk Flow Meter For At Feeder Line From Oht With 4-20mA Signal
-
-
-
DN200 mm
2
-
-
DN250 mm
6
-
-
DN300 mm
2
-
-
DN350 mm
6
-
-
Domestic Water Meter
-
-
-
Providing, Installation, Testing And Commissioning Of Ultrasonic/Electromagnetic type, RF based, AMR Domestic Water Meters Pre Equipped With communication capability with RTU/PLC Rf Based Automated Meter Reading Facility With Nuts,Bolts And Necessary Accessories Conforming To ISO 4064 as per detailed specificatons With 18 Years Warranty Suitable For Following Water Line Sizes including meter box for protection complete with all lead and lift
-
-
-
15mm AMR Water Meter
6132
-
-
20 mm AMR Water Meter
192
-
-
25 mm AMR Water Meter
64
-
-
HYDROSTATIC LEVEL TRANSMITTER FOR DISTRIBUTION SUMP
LEVEL TRANSMITTERS- HYDROSTATIC/PIZO TYPE WITH LCD SCREEN WITH 4-20 MA COMMUNICATION
-
-
-
Providing, Installation Testing And Commissioning Of Hydrostatic Level Transmitter: Principle : Piezoelectric Sensor Dia less than 1inch, Power Supply: 24 V DC / Output: 4- 20 mA / Display:Integral Display For Programming And Display Reading / IP 68
5
-
-
PRESURE TRANSMITTER AT DISCHARGE OF SUBMERSIBLE PUMP
PRESURE TRANSMITTER AT DISCHARGE OF SUBMERSIBLE PUMP WITH LOCAL DISPLAY- FOR ONLINE PRESSURE MEASUREMENT
-
-
-
Providing, Installation Testing And Commissioning Of Pressure Transmitter: : for online pressure Measurement of Submersible Pump. 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
5
-
-
LEVEL TRANSMITTER FOR OHT 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
3
-
-
AUTOMATIC CHLORINE DOSING SYSTEM
AUTOMATIC CHLORINE DOSING SYSTEM AT EACH TUBEWELL LOCATION
-
-
-
Providing, Installation Testing And Commissioning Of Automatic chlorine dosing system: Principle : Time Of Flight Electronic Dosing Pump with LCD display, 4-20 MA communication with Chlorine Analyser, enable with proportional dosing (1W&1S) unit : with Process Connection, Common discharge & NRV
5
-
-
FLOAT & BOARD LEVEL GAUGE AT EACH OHT FOR OHT WATER LEVEL INDICATION
-
-
-
Providing, Installation And Commissioning of Float & Board type level Gauge for Water Level Indication at each OHT
3
-
-
ONLINE pH ANALYSER WITH LOCAL DISPLAY: WITH DATA LOGER WITH iRTU/PLC/SCADA INTEGRATED
-
-
-
PROVIDING, INSTALLATION, TESTING AND COMMISSIONING OF pH METER WITH TRANSMITTER AND SENSOR MEASURING RANGE: 0-12,ACCURACY: 1%, RESOLUTION: OPERATING TEMPERATURE: 0- 50°C, installed in DMA
8
-
-
ONLINE TURBIDITY & CHLORINE ANALYSER WITH LOCAL DISPLAY:WITH iRTU/PLC/SCADA INTEGRATED AT EACH OHT LOCATION FOR ONLINE WATER QUALITY MONITRING
-
-
-
Providing, Installation, Testing And Commissioning Of Turbidity Analyser For Water Application : Turbidity Measuring Range: 0 To 100 Ntu ; Accuracy:+/-2% Of Reading Or +/-0.02Ntu; With Inbuilt Transmitter With 4-20 Ma Output ,Relay Contacts & remote/GPRS Communication for Existing & Proposed WTP Location
3
-
-
ONLINE CHLORINE ANALYSER WITH LOCAL DISPLAY FOR WATER QUALITY MEASUREMENT IN EACH DMA :WITH DATA LOGER WITH RTU/SCADA INTEGRATED
-
-
-
Providing, Installation, Testing And Commissioning Of Turbidity Analyser For Water Application : Turbidity Measuring Range: 0 To 100 Ntu ; Accuracy:+/-2% Of Reading Or +/-0.02Ntu; With Inbuilt Transmitter With 4-20 Ma Output ,Relay Contacts & Modbus & remote/GPRS Communication for all DMA Location
8
-
-
ELECTRICALLY OPERATED ON OFF SLUICE VALVE AT DISCHARGE OF TW & HSC PUMP REMOTELY COMMUNICABLE WITH iRTU / PLC / SCADA FOR ON/OFF COMMAND.
ELECTRICALLY OPERATED SLUICE VALVE FOR DMA INLET LINE
-
-
-
Electrically operated Sluice valve communicable with RTU/SCADA for remotely ON & OFF: Providing, Installation, Testing And Commissioning Of Electrically operated sluice valve Confirming to respective IS, Including all Materials (Including CI/DI Fittings) and making Connection With New / existing pipeline required For Electrically operated on 415 V AC / 230 VAC sluice valve With 4-20mA Signal communication, Excluding the power source charges.
-
-
-
DN200 mm
2
-
-
DN250 mm
6
-
-
DN300 mm
2
-
-
DN350 mm
6
-
-
ELECTRICALLY OPERATED FLOW CONTROL SLUICE VALVE FOR INSTALLATION INSIDE DMA
REMOTELY COMMUNICABLE WITH iRTU / PLC / SCADA FOR ON/OFF COMMAND
-
-
-
Electrically operated Sluice valve communicable with RTU/SCADA for remotely ON & OFF: Providing, Installation, Testing And Commissioning Of Electrically operated sluice valve Confirming to respective IS, Including all Materials (Including DI Fittings) and making Connection with pipeline required For Electrically operated on 415 V AC, sluice valve With 4-20mA Signal communication, as per Technical Specification & as per direction of Employer's Representative Class PN 1.6 (with Manual wheel handle), for the following-
-
-
-
DN100 mm
24
-
-
DN150 mm
12
-
-
DN 200 mm
8
-
-
DN 250 mm
7
-
-
DN 300 mm
3
-
-
DN 350 mm
5
-
-
DN 400 mm
1
-
-
DN 450 mm
1
-
-
LCP/SWITCH BOARD FOR 3 PHASE/SINGLE PHASE ELECTRICAL POWER CONNECTION FOR FCV LOCAL POWER SUPPLY
-
-
-
Metallic Box (100x100x60mm)
61
-
-
Power wiring
61
-
-
Switch Fuse unit 32 A
61
-
-
MCB 32 Amp
61
-
-
Enclosure for MCB
61
-
-
Danger Board (Large)
61
-
-
Switch-10A
61
-
-
Socket-10A
61
-
-
Pipe Earthing As Per Is:3043 With Perforated 3.0 Mtr. Long, 40 Mmdia. ' B ' Class G.I. Pipe Including All Accessories Like Nut, Bolts, Reducer, Nipple, Wire Meshed Funnel, And C.C. Finished Chamber Covered With Hinged Type With Locking Arrangement C.I. Cover, C.I. Frame Of Size 300mm X 300 mm And Embodying The Pipe Complete With Alternate Layers Salt And Coke/ Charcoal, Testing Of Earth Resistance As Required
32
-
-
Supply & Laying Of Following Size Earth Wire/Strip In Horizontal Or Vertical Run In Ground / Surface/ Recess Including Riveting, Soldering, Saddles, Making Connection Etc. As Required.
-
-
-
25X6 mm GI Strip
200
-
-
8mm GI Wires
100
-
-
12 SWG Wire For Instrument
200
-
-
ELECTRONIC EARTH PITS AS PER INDIAN STANDARS Nos.. WITH 1CX16SQMM AL CABLE OF 20M FOR ITS CONNECTION TO PIT
32
-
-
Supply & Laying and both end termination with heavy duty double compression brass gland of XLPE insulated & P.V.C sheathed cable stranded copper conductor multi core control cable ISI marked (IS:1554)
-
-
-
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
600
-
-
0.75/1.0 Sq.mm Cu Armoured communication cable 2 Core Cable
600
-
-
0.75/1.0 Sq.mm Cu Armoured 6 Core Communication Cable
150
-
-
0.75/1.0 Sq.mm Cu Armoured 12 Core Communication Cable
100
-
-
Supplying and fixing/installation with both end termination with heavy duty double compression brass gland, & heavy duty Copper lugs duly crimped with crimping tool, PVC tape etc. for above explained Instrument power cable.
40
-
-
Supply, Fabricating & installing following sizes of perforated Hot dipped Galvanized iron cable tray ( Galvanized thickness not less then 50 microns) with perforation not more then 17.5% in convenient section including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with GI suspenders including GI bolts & nuts ,fasteners, supports etc.(at Inlet of each DMA Line)
-
-
-
100mm x 50mm x 1.6mm
600
-
-
150mm x 50mm x 1.6mm
600
-
-
300mm x 50mm x 1.6mm
100
-
-
Providing and Commissiong of Meter Reading Software for AMR Water Meters including necessary licences and upgradations for O & M period including providing Hand Held Unit (minimum one number for two DMA), including establishment of Test Bench at approved project site with all lead and lift complete and as per specifications
1
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-
Schedule-3 Operation & maintenance
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Operation, Maintenance and Management Services for Water Supply System
-
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-
Operation and maintenance Fee for 18 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, Tube Well, 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, bill collection, 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, CMMS (Computerized Maintenance Management System), reporting, including cost of all wages, chemicals, Fuel , consumables, spares, insurance, complete.
Electricity Charges will be paid by GoUK.
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 Employer
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1st to 6th Year
-
-
-
Fixed Lump Sum Monthly O&M Fee “Ff”
72
-
-
7th to 10th Year
-
-
-
Fixed Lump Sum Monthly O&M Fee “Ff”
48
-
-
11th to14th Year
-
-
-
Fixed Lump Sum Monthly O&M Fee “Ff”
48
-
-
15th to18th Year
-
-
-
Fixed Lump Sum Monthly O&M Fee “Ff”
48
-
-
Variable O&M Fee per cubic meter of water measured at customer tap “Fv”
-
-
-
1st Year
1741050
-
-
2nd Year
1795800
-
-
3rd Year
1846900
-
-
4th Year
1901650
-
-
5th Year
1949100
-
-
6th Year
2003850
-
-
7th Year
2054950
-
-
8th Year
2109700
-
-
9th Year
2157150
-
-
Variable O&M Fee per cubic meter of water measured at customer tap “Fv”
-
-
-
10th Year
2211900
-
-
11th Year
2263000
-
-
12th Year
2317750
-
-
13th Year
2365200
-
-
14th Year
2423600
-
-
15th Year
2474700
-
-
16th Year
2529450
-
-
17th Year
2580550
-
-
18th Year
2631650
-
-
Providing House Service Connection(Single Service connection) from Ductile Iron distribution main to property limit, including supply & fixing of brass ferrule confirming to IS: 2692, clamp saddle of non corrosiveEmployers Representativeing Plastic(Polyethylene) body moulded with Stainless Steel threaded metal insert for tapping outlet.The stirrup metal plate shall be duly embedded in the plastic body, except at the place of nut-bolt lugs.Threading size & dimensions shall confirm to IS :554. The design of the saddle body should be such that, the service connection outlet metal insert shall project out towards pipe side & align with hole drilled on the pipe to ensure positive locking against rocking or creeping on the pipe, as might be caused by vibration, pressure or excessive external loading. Saddle seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved). It shall be of type pressure activated hydro-mechanical design. It shall be contoured gasket to provide a positive initial seal, which increases with increase in the line pressure.Gasket shall be gridded mat, with tapered ends, with the outlet section having ring contacting the saddle body multiple rings contacting the pipe, preferably with a stainless steel reinforcing ring insert moulded to prevent expansion under pressure. Stainless Steel Type 304, NC rolled threaded, Tightening torque for1/2"(M12) nut bolt: 14g.m and for 5/8"(M16) nut bolt:21-23kg.m. Drilling the DI pipeline shall be through the chain and rachet mechanism and the drill hole shall be perpendicular to the axis of the DI pipeline, including supplying & laying MDPE PE 80 PN16 blue pipe as per ISO 4427 upto the propert limit of both sides of road including supplying & fixing PP compression fittings such as Metal Insert Female Thread Adaptor with SS304 material (2Nos), Double compression elbow with compression on both sides (4Nos) complying to ISO 14236-2000 and GI plug-in for closure of ends/GI pipe with union to joint with existing connection. All Pipes & fittings shall be PN 16 rating including transportion, loading & unloading at site, all labours, tools, eqipments etc. including cutting of road surface, earthwork, refilling, and restoration of cut road surface , AMR Meters complete work including connecting new house service pipeline to existing/new legal house connection after commissioning the distribution pipeline as per the drawing & as directed by Employers Representative.
1070
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Schedule -4 Asset Replacement
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Asset Replacement Fund required for ensuring replacement of new assets installed by the Contractor as per the Asset Replacement Schedule submitted by the Contractor.
-
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Year 6 replacements
1
-
-
Year 7 replacements
1
-
-
Year 8 replacements
1
-
-
Year 9 replacements
1
-
-
Year 10 replacements
1
-
-
Year 11 replacements
1
-
-
Year 12 replacements
1
-
-
Year 13 replacements
1
-
-
Year 14 replacements
1
-
-
Asset Replacement Fund required for ensuring replacement of new assets installed by the Contractor as per the Asset Replacement Schedule submitted by the Contractor.
-
-
-
Year 15 replacements
1
-
-
Year 16 replacements
1
-
-
Year 17 replacements
1
-
-
Year 18 replacements
1
-
-
Evaluation Notes How It Works ?
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