Uttarakhand Urban Sector Development Agency Tender
View complete overview of Uttarakhand UUSDA Tender
Uttarakhand Urban Sector Development Agency - UUSDA Tender
Civil And Construction
Drainage Work
Water Storage And Supply
Eprocure
Opening Date25 Jul 2023
Closing Date23 Sep 2023
Tender Amount₹ 18,60,00,00,000
Costs
EMD
₹ 9,30,00,000Document Cost
₹ 29,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_USADB_61316_1Bid Award Id
ViewTender No
UUSDA/P-88/896Tender Authority
Uttarakhand Urban Sector Development Agency ViewPurchaser Address
-Website
http://https://uusdip.org/
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Documents
BOQ Items
Schedule-2 Water Supply , Sewerage , Road Side Drainage and ancillary works
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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.
130214
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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.
32554
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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
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Add to item 5.0 to 7.0 for for every additional 1.5 m. (5 ft) lift or part of 1.5 m.(5 ft).
40
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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. 5, 6 and 7).
500
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Excavating, supplying, transporting of local earth (including royalty) by mechanical transport including all lead & lift ,loading & unloading at site etc. complete as per the direction of Employer's Representative.
840
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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
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Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing 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).
136772
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Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing two rows of 40 mm dia M.S. pipe ("B" class) as horizontal members with nuts & bolts. Both vertical and horizontal members shall be painted in red and white colour strips as per approved pattern as when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading holes shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis).
91181
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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).
2000
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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.
15460
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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
1546
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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.
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100 mm dia
134790
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-
150 mm dia
30590
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-
200 mm dia
4839
-
-
250 mm dia
6226
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-
300 mm dia
3615
-
-
350 mm dia
61
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-
400 mm dia
271
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-
450 mm dia
95
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-
500 mm dia
100
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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.
-
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-
150 mm dia
5390
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-
200 mm dia
3834
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-
250 mm dia
250
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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.
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50 mm dia
8000
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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.
-
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-
100 mm dia
200
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-
150 mm dia
200
-
-
200 mm dia
200
-
-
250 mm dia
200
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-
300 mm dia
200
-
-
350 mm dia
200
-
-
400 mm dia
200
-
-
450 mm dia
200
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-
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.
-
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Upto 600 mm dia
2011
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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.
-
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Upto 600 mm dia
500
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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.-17 and18)
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100 mm dia
50
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-
150 mm dia
50
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-
200 mm dia
50
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250 mm dia
50
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-
300 mm dia
50
-
-
350 mm dia
50
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-
400 mm dia
50
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-
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:
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100 mm dia
80
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150 mm dia
67
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-
200 mm dia
15
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-
250 mm dia
18
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300 mm dia
7
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350 mm dia
1
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400 mm dia
1
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450 mm dia
1
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500 mm dia
1
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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-
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80 mm
91
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100 mm
10
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150 mm
1
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200 mm
1
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250 mm
1
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300 mm
1
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350 mm
1
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400 mm
1
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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-
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40 mm dia
10
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50 mm dia
10
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80 mm dia
7
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100 mm dia
10
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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.
-
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100 mm diameter Fire Hydrant Confirming to IS: 5290 (Flanged)
9
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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.
-
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80 mm dia PN-1.6
1
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100 mm dia PN-1.6
80
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150 mm dia PN-1.6
67
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200 mm dia PN-1.6
15
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250 mm dia PN-1.6
18
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300 mm dia PN-1.6
7
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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.
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For 100-150 mm dia pipe
177
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For 200-250 mm dia pipe
63
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For 300-350 mm dia pipe
19
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For 400-450 mm dia pipe
6
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For 450-500 mm dia pipe
1
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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.
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Upto 100 mm dia
27
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From 125 to 200 mm dia
1
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From 250 to 350 mm dia
1
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From 400 to 500 mm dia
1
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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.
-
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For 100-150 mm dia pipe
11
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For 200-250 mm dia pipe
2
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For 300-350 mm dia pipe
2
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For 400-450 mm dia pipe
1
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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.
-
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Upto 250 mm dia pipe
25
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For 300-350 mm dia pipe
11
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For 400-450 mm dia pipe
4
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For 450-500 mm dia pipe
1
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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.
9
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:3:6 (1 Cement : 3 coarse sand: 6 graded stone aggregate 40 mm nominal size) complete as per standard design and as directed by Employers Representative.
6
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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.
23
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo- mechanically Treated bars of grade Fe-500D or more.
1846
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Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns
125
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Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
100
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Supply of all materials, labour, T&P etc and construction of R.C.C. Sump (M-30 Grade Concrete) of following capacities ( in kiloliters ) with M.S. ladder outside the tank and alluminium ladder inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator,supply and fixiing of outlet, inlet, over flow and wash out pipes with Electrically Operated sluice valves at inlet and bypass and manual Sluice valve at washout, pipe pieces (including cost of materials) flooring 1.0 M wide plinth protection, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials.all complete as per the direction of Employers Representative.
-
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-
150 KL
150
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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.
-
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-
600 KL
600
-
-
1200 KL
1200
-
-
1600 KL
1600
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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
-
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-
600 KL
13
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-
1200 KL
8
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-
1600 KL
6
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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.
245
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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.
350
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-
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.
86
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Construction of Pump House room with electrical & scada room at Sump location as per drawing and technical specification including civil, electrical, mechanical, instrumentation, plumbing etc.in all respect as directed by Employer's Representative.
29
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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.
5
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-
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.
5
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-
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.
500
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-
Construction of Internal road as per drawing and technical specification including all ancillary works.in all respect as directed by Employer's Representative.
500
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-
Construction of Entrance Gate with pillar including all ancillary works. in all respect as directed by Employer's Representative.
12
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-
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.
2
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-
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.
140
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-
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.
160
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-
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.
150
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-
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)
-
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-
15 mm Connection
8756
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-
20 mm Connection
274
-
-
25 mm Connection
91
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-
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)
-
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-
15 mm dia
2189
-
-
20 mm dia
68
-
-
25 mm dia
23
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-
Sewerage system and anciallary works
-
-
-
Excavation of earth below G.L. by manually or by mechanical means for laying of Sewers, Man-Holes, Gully Pits, Chambers etc. in soil including extra excavation below inverts, trimming & dressing of sides, levelling and back filling of trenches by excavated earth in 20 cm layers,watering and ramming the same including removal of surplus earth or other dismantled material with all leads from the center of trenches and cleaning of site properly after completion of the work. Excavation by mechanical means shall be restricted upto 90 cm above invert levels at every point of excavation. Excavation from invert levels to 90 cm above shall be done by manually only.
-
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-
Ordinary soil
-
-
-
0 to 1.5 m below G.L
78081
-
-
1.5 to 3.0 m below G.L
27190
-
-
3 to 4.5 m below G.L
6324
-
-
4.5 to 6.0 m below G.L
313
-
-
Same as item no.55 but excavation in Soil mixed with morum,shingle & kankar etc. using of any specials T&P, if required.
-
-
-
0 to 1.5 m below G.L
9186
-
-
1.5 to 3.0 m below G.L
3199
-
-
3 to 4.5 m below G.L
744
-
-
4.5 to 6.0 m below G.L
37
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-
Same as item no. 55, but excavation in Weatherd, Decomposed or Soft Rock by chiselling or by using of any specials T&P, if required including stacking of usefull materials within 50m.
-
-
-
0 to 1.5 m below G.L
4593
-
-
1.5 to 3.0 m below G.L
1599
-
-
3 to 4.5 m below G.L
372
-
-
4.5 to 6.0 m below G.L
18
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-
Same as item no. 55 but excavation in Hard Rock by chiselling or by using of any specials T&P, if required including stacking of usefull materials within 50m.
-
-
-
0 to 1.5 m below G.L
10
-
-
1.5 to 3.0 m below G.L
10
-
-
3 to 4.5 m below G.L
10
-
-
4.5 to 6.0 m below G.L
10
-
-
Extra rates for quantities of works, executed In or under water and/or liquid mud, including cost of dewatering as required.
-
-
-
0 to 1.5 m below G.L
2342
-
-
1.5 to 3.0 m below G.L
816
-
-
3 to 4.5 m below G.L
190
-
-
4.5 to 6.0 m below G.L
9
-
-
Soil mixed with morum,shingle & kankar etc
-
-
-
0 to 1.5 m below G.L
276
-
-
1.5 to 3.0 m below G.L
96
-
-
3 to 4.5 m below G.L
22
-
-
4.5 to 6.0 m below G.L
1
-
-
Weatherd, Decomposed or Soft Rock
-
-
-
0 to 1.5 m below G.L
138
-
-
1.5 to 3.0 m below G.L
48
-
-
3 to 4.5 m below G.L
11
-
-
4.5 to 6.0 m below G.L
1
-
-
Hard Rock
-
-
-
0 to 1.5 m below G.L
10
-
-
1.5 to 3.0 m below G.L
10
-
-
3 to 4.5 m below G.L
10
-
-
4.5 to 6.0 m below G.L
10
-
-
Extra rates for quantities of works, executed In or under foul position, including cost of dewatering as required
-
-
-
0 to 1.5 m below G.L
1562
-
-
1.5 to 3.0 m below G.L
544
-
-
3 to 4.5 m below G.L
126
-
-
4.5 to 6.0 m below G.L
6
-
-
Soil mixed with morum,shingle & kankar etc
-
-
-
0 to 1.5 m below G.L
184
-
-
1.5 to 3.0 m below G.L
64
-
-
3 to 4.5 m below G.L
15
-
-
4.5 to 6.0 m below G.L
1
-
-
Weatherd, Decomposed or Soft Rock
-
-
-
0 to 1.5 m below G.L
92
-
-
1.5 to 3.0 m below G.L
32
-
-
3 to 4.5 m below G.L
7
-
-
Hard Rock
-
-
-
0 to 1.5 m below G.L
10
-
-
1.5 to 3.0 m below G.L
10
-
-
3 to 4.5 m below G.L
10
-
-
4.5 to 6.0 m below G.L
10
-
-
Filling of earth in trenches or in embankment by available earth within a distance of 50m 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.
4131
-
-
Disposal of surplus exacavated soil with all leads & lifts at suitable disposal site as directed by Employers Representative
29294
-
-
Disposal of surplus exacavated rock with all leads & lifts at suitable disposal site as directed by Employers Representative
10533
-
-
Provide & fixing of Open Timbering (covering1/3rd of surface area by planks), in trenches for the following depths below ground level consisting of 40mm thick approved country wood planks for poling board, 125mm × 75mm Indian Salwood walers and 100 mm dia Sal wood ballies for struts at 1.50m interval including removal after laying of sewer(both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor.
-
-
-
Depth upto 3 m below G.L
17736
-
-
3 m to 6 m below G.L
1457
-
-
Provide & fixing of Close Timbering in trenches for the following depths below ground level consisting of 40mm thick approved country wood planks for poling board, 125mm × 75mm Indian Salwood walers and 100 mm dia Sal wood ballies for struts at 1.50m interval including removal after laying of sewer(both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor.
-
-
-
Depth upto 3 m below G.L
26604
-
-
3 m to 6 m below G.L
2185
-
-
Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered).
-
-
-
Depth upto 1.5 m
17944
-
-
Depth exceeding 1.5m but not exceeding 3.0m
12106
-
-
Depth exceeding 3 m but not exceeding 4.5 m
3434
-
-
Depth exceeding 4.5 m but not exceeding 6.0 m
210
-
-
Steel shoring in trenches including strutting , shoring and packing cavities where required complete including all material, labour, tools etc. with all lead and lift complete in all working conditions like subsoil, water etc. and as directed by the Employers Representative. (Measurement to be taken of the face area provided with shoring)
-
-
-
Depth upto 1.5 m
2061
-
-
Depth exceeding 1.5m but not exceeding 3.0m
2061
-
-
Depth exceeding 3 m but not exceeding 4.5 m
2061
-
-
Depth exceeding 4.5 m but not exceeding 6.0 m
341
-
-
Depth exceeding 6.0 m but not exceeding 7.5 m
50
-
-
Steel shoring in Manhole,shafts, wells, cesspits including strutting , shoring and packing cavities where required complete including all material, labour, tools etc. with all lead and lift complete in all working conditions like subsoil, water etc. and as directed by the Employers Representative. (Measurement to be taken of the face area provided with shoring)
-
-
-
Depth upto 1.5 m
338
-
-
Depth exceeding 1.5m but not exceeding 3.0m
304
-
-
Depth exceeding 3 m but not exceeding 4.5 m
224
-
-
Depth exceeding 4.5 m but not exceeding 6.0 m
10
-
-
Provide & fixing of Close Timbering in trenches/Manhole to be left in trenches(used timbering)
-
-
-
Depth upto 3 m below G.L
50
-
-
3 m to 6 m below G.L
50
-
-
6 m to 9 m below G.L
50
-
-
Dewatering of water caused due to seepage of ground water and surface water due to rain etc. excluding excavation of foundation but during execution of civil works including supply of all machine operator, khalashi, POL, T&P, accessories required for proper completion of the work as per specification or 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 100mm 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 as directed by Employers Representative. (Note: measurement is to be done in linear basis)
12595
-
-
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 as directed by Employers Representative. (Note: measurement is to be done in linear basis)
50380
-
-
Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing, specification ,direction of Employers 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 Employers 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).
1000
-
-
Providing, Laying, jointing, testing, commissioning of HDPE Pipes for sewer lines conforming to IS:14333-1996 and laying and jointing as per IS:7634 (Part-II) as amended up to date using PE 100 grade raw material. The type of jointing shall be electrofusion welding to connect HDPE pipes and for metal pipes/specials flanged joints shall be used. Pipe joints shall be water tight. Rate shall include all taxes, duties, freight charges etc. complete as per specifications and as directed by the Employers Representative. HDPE Pipe - (PE 100) - PN6 class for following diameter of pipe etc complete in all respect as per the direction of Employer's Representative for the following-
-
-
-
225mm dia
43300
-
-
250 mm dia
826
-
-
280 mm dia
1228
-
-
355 mm dia
342
-
-
Supply,Laying,Jointing, testing & commissioning of following dia. D.I. K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber gaskets including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level.D.I. Pipe S&S K-7 (CONFORMING TO IS : 8329/2000).with internal cement mortar lining using High Alumina cement (HAC) etc. complete in all respect as per the direction of Employer's Representative for the following-
-
-
-
400 mm dia
-
-
-
0 - 1.5 m depth
114
-
-
1.5 - 3 m depth
151
-
-
3 - 4.5 m depth
76
-
-
4.5-6.0 m depth
38
-
-
Supply,Laying,Jointing, testing & commissioning of following dia. D.I. K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber gaskets including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level.D.I. Pipe S&S K-7 (CONFORMING TO IS : 8329/2000).with internal cement mortar lining using High Alumina cement (HAC) etc. complete in all respect as per the direction of Employer's Representative for the following-
-
-
-
600 mm dia
-
-
-
0 - 1.5 m depth
556
-
-
1.5 - 3 m depth
742
-
-
3 - 4.5 m depth
371
-
-
4.5-6.0 m depth
185
-
-
Supply,Laying,Jointing, testing & commissioning of following dia. D.I. K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber gaskets including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level.D.I. Pipe S&S K-7 (CONFORMING TO IS : 8329/2000).with internal cement mortar lining using High Alumina cement (HAC) etc. complete in all respect as per the direction of Employer's Representative for the following-
-
-
-
700 mm dia
-
-
-
0 - 1.5 m depth
1245
-
-
1.5 - 3 m depth
1660
-
-
3 - 4.5 m depth
830
-
-
4.5-6.0 m depth
415
-
-
Supply,Laying,Jointing, testing & commissioning of following dia. D.I. K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber gaskets including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level.D.I. Pipe S&S K-7 (CONFORMING TO IS : 8329/2000).with internal cement mortar lining using High Alumina cement (HAC) etc. complete in all respect as per the direction of Employer's Representative for the following-
-
-
-
800 mm dia
-
-
-
0 - 1.5 m depth
260
-
-
1.5 - 3 m depth
347
-
-
3 - 4.5 m depth
174
-
-
4.5-6.0 m depth
87
-
-
Installlation of HDPE product pipe by HDD method for on gravity sewer including preparing and setting up the plant & equipment, preparing new pipe work, making of entry & exit pit , installing new pipe work and commissioning system or making the system ready for commissioning by HDD operation including all related civil and mechanical work like excavation , shoring/strutting etc, drilling, stringing, reaming and pulling back the new pipe work on the designed bore path alignment , proper disposal drilling fluid, and backfill of site after completion all inclusive as per specification, design , drawing and as directed by Employers Representative. except the cost of the pipe.
-
-
-
Pipe dia between 110 mm & 225mm dia in mixed strata
350
-
-
Pipe between 250 mm & 315 mm outer dia in mixed strata
150
-
-
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.
-
-
-
Above 300 and upto 450 mm dia in all type of Soil
83
-
-
Above 450 and upto 600 mm dia in all type of Soil
126
-
-
Above 600 and upto 900 mm dia in all type of Soil
97
-
-
Supply and Installation 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.
112592
-
-
Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5 m and with all lead with back filling, watering, ramming of excavated earth in the trenches as per drawing and as directed by Employers Representative.
100
-
-
Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and with all lead with back filling, watering, ramming of excavated earth in the trenches as per drawing and as directed by Employers Representative.
100
-
-
Restoring/Realigning of existing utilities, lines directed by the Employers Representative irrespective of diameter, including all civil work, all type of pipe work, all type of specials & fittings, T&P etc. all complete require to restore in original condition as per the technical specification and as directed by Employer's Representative. Only one time measurement for same location shall be paid to the contractor.
1059
-
-
Construction of brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size), 400 G polythene sheet below PCC,and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :0.91 m deep with S.F.R.C. Manhole Cover with Frame 560 mm dia (HD 20) as per IS 12592. including centering, shuttering all complete as per specification, design & drawing. (Excavation, foot rests and 20mm thick cement plaster in CM (1:4) at the external surface shall be paid for separately) with modular bricks
117
-
-
Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m.With modular bricks
97
-
-
Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) 400 G polythene sheet below PCC, and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finishedwith a floating coat of neat cement, all complete as per standard design :0.91 m deep with 560 mm Dia CO Ductile iron Manhole cover with frame having load capacity of D400 , hinged type (Anti theft )., fixed in reinforced cement concrete 1:1/2:3 (1 cement : 1/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :with modular bricks
960
-
-
Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m.with modular bricks
397
-
-
Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) ,400 G polythene sheet below PCC and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :1.68 m deep 560 mm Dia CO Ductile iron Manhole cover with frame having load capacity of D400, hinged type (Anti theft ), including centering, shuttering all complete as per specification, design & drawing. (Excavation, foot rests and 20mm thick cement plaster in CM (1:4) at the external surface shall be paid for separately) with modular bricks
385
-
-
Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m :With modular bricks
107
-
-
Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size), 400 G polythene sheet below PCC and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :2.30 m deep 560 mm Dia CO Ductile iron Manhole cover with frame having load capacity of D400, hinged type (Anti theft ), including centering, shuttering all complete as per specification, design & drawing. (Excavation, foot rests and 20mm thick cement plaster in CM (1:4) at the external surface shall be paid for separately) with modular bricks
548
-
-
Extra depth for circular type manhole 1.52 m internal dia (at bottom) from 2.31 m upto 3.30 m :With modular bricks
303
-
-
Extra depth for circular type manhole 1.52 m internal dia (at bottom) from 3.31 m upto 4.30 m :With modular bricks
65
-
-
Extra depth for circular type manhole 1.52 m internal dia (at bottom) from 4.31 m upto 5.30 m :With modular bricks
50
-
-
Extra depth for circular type manhole 1.52 m internal dia (at bottom) from 5.31 m upto 6.30 m :With modular bricks
40
-
-
Extra depth for circular type manhole 1.52 m internal dia (at bottom) from 6.31 m upto 7.50 m :With modular bricks
10
-
-
Providing and constructing RCC circular manhole of various diameters and depths with RCC M 30 and as per drawing. RCC base over PCC M15 (1:2:4) bed, 400 G polythene sheet below PCC and RCC wall, preparation of channel and PCC M15 (1:2:4) benching, fixing of manhole frame & its cover, RCC-M20 cover slab of suitable thickness ,centering and shuttering, providing and fixing PVC encapsulated footsteps of approved make and quality, 560 mm Dia CO Ductile iron Manhole cover with frame D-400 , hinged type (Anti theft ), suitable connection of inlet and outlet pipes, curing ,testing of manholes (including the cost of manhole cover , frame & reinforcement steel ) complete as per specification and drawing and as directed by the Employers Representative. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately.
-
-
-
900 mm internal diameter Concrete Manhole Type-A of Depth start from 910 mm
175
-
-
Extra depth for concret manhole Type A depth beyond 910 mm upto 1670 mm
87
-
-
1200 mm internal diameter Concrete Manhole Type-B of Depth start below 1670 mm
95
-
-
Extra depth for concret manhole Type B depth beyond 1670 mm upto 2500 mm
32
-
-
1500 mm internal diameter Concrete Manhole Type-C of Depth start below 2500 mm
116
-
-
Extra depth for concret manhole Type C depth beyond 2500 mm upto 5000 mm
88
-
-
1500 mm internal diameter Concrete Manhole Type-D of Depth start below 5000 mm
10
-
-
Extra depth for concret manhole Type D depth beyond 5000 mm upto 7500 mm
8
-
-
Providing HDPE/DI pipes drop connection externally for drop depth 0.60 m drop from branch sewer line to main sewer manhole or vise versa including inspection and cleaning eye, HDPE/DI drop pipe and bend encased around with cement concrete M15 with all form work, cutting holes in walls and making good with brick/ stone masonry work in cement sand mortar 1:4 plastered with cement sand mortar 1:3 with stiff cement mortar 1:1 around HDPE pipe in masonry wall, making required channels complete as per standard design and specifications and/ or as the directed by the Employers Representative
-
-
-
225 mm dia
80
-
-
250 mm dia
6
-
-
280 mm dia
8
-
-
315 mm dia
3
-
-
350 mm dia
2
-
-
355 mm dia
2
-
-
Providing HDPE/DI pipes drop connection externally for drop depth 0.60 m drop from branch sewer line to main sewer manhole or vise versa including inspection and cleaning eye, HDPE/DI drop pipe and bend encased around with cement concrete M15 with all form work, cutting holes in walls and making good with brick/ stone masonry work in cement sand mortar 1:4 plastered with cement sand mortar 1:3 with stiff cement mortar 1:1 around HDPE pipe in masonry wall, making required channels complete as per standard design and specifications and/ or as the directed by the Employers Representative
-
-
-
400 mm dia
3
-
-
450 mm dia
2
-
-
500 mm dia
2
-
-
600 mm dia
5
-
-
700 mm dia
5
-
-
800 mm dia
6
-
-
Extra for additional drop depth of HDPE/DI pipes drop connection beyond 0.6 m complete as per standard specification and the direction of the Employers Representative
-
-
-
225 mm dia
69
-
-
250 mm dia
5
-
-
280 mm dia
7
-
-
315 mm dia
3
-
-
350 mm dia
2
-
-
355 mm dia
2
-
-
Extra for additional drop depth of HDPE/DI pipes drop connection beyond 0.6 m complete as per standard specification and the direction of the Employers Representative
-
-
-
400 mm dia
3
-
-
450 mm dia
2
-
-
500 mm dia
2
-
-
600 mm dia
4
-
-
700 mm dia
4
-
-
800 mm dia
5
-
-
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.
17483
-
-
Providing & laying Granular bedding with graded hard crusher broken stone of 100% passing through 20mm sheive, 20 to 50 % passing through 10mm sheive and 100 % retain on 6.3mm sheive, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing ,specification and as directed by Employers Representative
252
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). Used for pipe bedding at River & Nallah crossing
12
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Employers Representative.(RCC arch bedding for encasing the pipe for river & Nallah crossing)
57
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
5700
-
-
Providing, fixing and erecting precast RCC (M20) Vent shaft with cowl, 125mm and 225mm internal and external dia respectively at top, 300mm and 450mm internal and external dia at bottom and 9.0m over all length, bottom 1.175m below ground level fixed in the pit 900mmx900mmx1500mm with PCC M15, 250mm in bed and minimum 200mm all around with top 150mm in PCC M15 with 20mm nominal size graded stone aggregate , junction of vent shaft and concrete grouted with cement mortar 1: including making connection with sewer manhole with 150mm dia NP4 RCC pipe (IS 458-ammended upto date) as required including Type-A bedding complete as per standard design and finished with water proof cement of approved brand as per drawings and/or as directed by Employers Representative
53
-
-
Providing & applying 20 mm cement plaster finished with a floating coat of neat cement of mix (1 cement: 4 fine sand) including all labour & material, etc complete. :For External surface of Brick manhole or directed by Employer's Representative.
12288
-
-
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
19320
-
-
Supply & Fixing 0.56 m Internal dia Anti-theft D.I. air-tight manhole cover with frame (Heavy duty minimum weight 80 kg.) with locking arrangement of material grade SG-500/7 as per IS 1865-1991 with grade designation c-250 as per EN-124 Ductile Iron, including testing and inspection as per guidelines of IS specifications , painting with sulphate resisting paint/ Bituminous paint.(Payment shall be made to the contractor on actual executed quantity basis and proportionately amount of SFRC manhole cover (with frame) shall be deducted from respective manhole). All as per technical specification, drawing and as directed by Employers Representative.
100
-
-
Providing and fixing in position 560 mm dia SFRC manhole cover and frame of approved quality.H D - 20 as per specification, drawing or as directed by Employers Representative.
50
-
-
Providing and fixing in position 560 mm dia SFRC manhole cover and frame of approved quality.EHD - 35 as per specification, drawing or as directed by Employers Representative.
50
-
-
Providing & Laying Rubble/Stone Soling below PCC of Manhole in case of weak Soil Strata as per technical specification, design, drawing and as per the direction of Employers Representative.
705
-
-
Providing ,laying & jointing of sewer house service connection to individual housess from chamber inside the property to either road side chamber or street manhole .Works includes supply and delivery of plain ended with integral sockets plasticised polyvinylchloride (uPVC) Pipes with ISI mark intended for underground (buried)_ non pressure gravity sewer applications conforming to IS:15328:2003 with latest amendments for different sizes and stiffness classes as per specifications including identification of location of existing chamber / sleeve.The pipes may be joined using elastomeric sealing rings.The elastomeric sealing rings required for jointing of ring tight uPVC Pipes and shall in aacordance with one of the types (Type 1 to Type 6) of IS 5382. Including excavation (in water mud or under foul condition, dismantling of all type of roads like BT, CC, Stone, Paver blocks (all thickness and sizes), and floors likes kota stone, tile, manhole etc. Or any other type of floooring as per site condition, dewatering, refilling, compaction and disposal of surplus earth / unserviceable materials with all lead and lift at suitable disposal site as directed by Employers Representative. Making conncetion of drain or sewer line with existing manhole including breaking into and making good the walls, floors, with cement concrete. The uPVC specials like bends, tees, couplers,etc.) shall be provided as per site condition .All transportation,loading and unloading ,conveying to site,lowering ,laying and jointing of pipes, 75 mm thick sand/concrete bedding all around the pipe ( 75 mm thk PCC is to be provided if cover above pipe is less than equal to 0.9 mtr and sand bedding is to be provided if cover above pipe is more than 0.9 mtr), as per drawing and specifications shall be inclusive complete the work in all respect and as per specification and as directed by the Employers Representative .The PVC resin shall be of grade 67 ER 092 for S16.5 series ,SDR 34,SN-8.(CC Floor restoration shall be paid saparately )
-
-
-
110 mm dia (Outer diameter)
30920
-
-
160 mm dia (Outer diameter)
47780
-
-
Providing ,laying & jointing of sewer house service connection to individual housess from chamber inside the property to either road side chamber or street manhole .Works includes supply and delivery of Foam core PVC Pipe with ISI mark intended for underground (buried)_ non pressure gravity sewer applications conforming to IS:16098 (Part 1) with latest amendments for different sizes and stiffness classes as per specifications including identification of location of existing chamber / sleeve.The pipes shall be fitted with rubber ring.The rubber ring shall be trouble-free watertight joint with allowance to thermal expansion / contraction. Including excavation (in water mud or under foul condition, dismantling of all type of roads like BT, CC, Stone, Paver blocks (all thickness and sizes), and floors likes kota stone, tile, manhole etc. Or any other type of floooring as per site condition, dewatering, refilling, compaction and disposal of surplus earth / unserviceable materials with all lead and lift at suitable disposal site as directed by Employers Representative. Making conncetion of drain or sewer line with existing manhole including breaking into and making good the walls, floors, with cement concrete. The specials like bends, tees, couplers,etc.) shall be provided as per site condition .All transportation,loading and unloading ,conveying to site,lowering ,laying and jointing of pipes, 75 mm thick sand/concrete bedding all around the pipe ( 75 mm thk PCC is to be provided if cover above pipe is less than equal to 0.9 mtr and sand bedding is to be provided if cover above pipe is more than 0.9 mtr) as per drawing and specifications shall be inclusive complete the work in all respect and as per specification and as directed by the Employers Representative .The Stifness class shall be ,SDR 34,SN-8.(CC Floor restoration shall be paid saparately )
-
-
-
110 mm dia (Outer diameter)
30920
-
-
160 mm dia (Outer diameter)
47780
-
-
Construction of chamber in side the premises of individual houses with clear inside opening of 300*300 mm (Inside Property) having depth as per site condition with 230 mm thick Brick (FPS bricks of class designation 7.5) Masonary in CM 1:4 (1 cement : 4 coarse sand ), including inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls, 20 mm thick plaster on external surface with cement mortar 1:4 (1 cement : 4 coarse sand ) and bed concrete ,PCC M-15(1:2:4) (1 cement :2 fine aggregate : 4 course aggregate ) for bed of 150 mm thick,400 G polythene sheet below PCC & benching of as per drawing with DI (MD-10) cover slab .The work includes Coping in M-20 for fixing of frame,excavation ,refilling of excavated material with compaction ,fixing of uPVC Pipe of 110 mm dia as required .Work should be completed in all repect as per specifications ,drawing and as per directions of Employers Representative. (for HSC )
9156
-
-
Construction of chamber out side the premises of individual houses with clear inside opening of 400*400 mm (Outside property) having depth upto 750 mm 230 mm thick Brick (FPS bricks of class designation 7.5) Masonary in CM 1:4 (1 cement : 4 coarse sand ), including inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete , 20 mm thick plaster on external surface with cement mortar 1:4 (1 cement : 4 coarse sand ) and PCC M-15(1:2:4) (1 cement :2 fine aggregate : 4 course aggregate ) for bed of 150 mm thick ,400 G polythene sheet below PCC & benching of as per drawing with precast (EHD-35) cover slab .The work includes Coping in M-20 for fixing of frame,excavation ,refilling of excavated material with compaction ,fixing of uPVC Pipe of 110 mm dia as required .Work should be completed in all repect as per specifications ,drawing and as per directions of Employers Representative.
4578
-
-
Supply & Fixing 450 mm square shape chamber cover with frame (Medium duty minimum weight 10 kg.) with locking arrangement of material grade SG-500/7 as per IS 1865-1991 with grade designation c-250 as per EN-124 Ductile Iron, including testing and inspection as per guidelines of IS specifications , painting with sulphate resisting paint/ Bituminous paint.( Payment shall be made to the contractor on actual executed quantity basis and proportionately amount of pre-cast rcc cover (with frame) shall be deducted from respective chamber ). All as per technical specification, drawing and as directed by Employers Representative.
1221
-
-
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality.M D - 10.Square shape 450 mm internal dimension
10
-
-
Supply,Installation,Testing, commissioning of PolyPropylene (PP) inspection chamber with heavy duty frame & cover with risers as per the site condition as per relevant Standard acceptable to the Employer including earth work, cement concrete in 1:3:6 in foundation & sides etc complete as per the direction of Employer's Representative.-
-
-
-
450 mm Internal Diameter and depth upto 450 mm
1000
-
-
Same as Item no 123 & 123.1 but extra for over depth beyound 450 mm
50
-
-
Construction of Septic Tank including earth work, PCC work, Brick work, plastering, RCC work, steel reinforcement, plumbing etc all as per drawing & technical specification . of the following sizes
-
-
-
2.5 m x 1.0 m x 1.0 m
1
-
-
3.2 m x 1.3 m x 1.0 m
1
-
-
5.0 m x 2.0 m x 1.0 m
10
-
-
7.5 m x 3.0 m x 1.8 m
10
-
-
10 m x 4.0 m x 1.8 m
20
-
-
Construction of Soak pit including earth work, PCC work, Brick work, plastering, RCC work, steel reinforcement, plumbing, filled with brick bat/ stone aggregate etc all as per drawing & technical specification . of the following Sizes
-
-
-
1.0 m ID and 2.0 m depth
1
-
-
1.5 m ID and 3.0 m depth
1
-
-
2.5 m ID and 3.5 m depth
10
-
-
4.0 m ID and 4.8 m depth
10
-
-
5.0 m ID and 8.0 m depth
20
-
-
Collection of septage from house hold and conveyance to Co-treatment facility at STP and safe disposal into STP for further treatment conforming to the relevelent service levels including all necessary activities and obligation as necessary for suction of septage from septic tanks , house service connection chambers, management of septage collection, conveyance, disposal management, all administrative tasks and all services etc., as well as cost of management, wages, incentives, operations, maintenance, spares, administration, equipment, transport, operation of septage cleaning equipment for cleaning of septic tank by using Suction Machine including all necessary preventive and reactive maintenance of all civil, mechanical, electrical and instrumentation units, administration, transport, communications, management information systems, reporting, including cost of all wages, chemicals, Fuel , consumables, administration, transport, spares, insurance etc., complete as per the direction of Employers Representative.
27000
-
-
Construction of chamber in side the premises of individual houses with clear inside opening of 400*400 mm having depth as per site condition with 230 mm thick Brick (FPS bricks of class designation 7.5) Masonary in CM 1:4 (1 cement : 4 coarse sand ), including inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls, 20 mm thick plaster on external surface with cement mortar 1:4 (1 cement : 4 coarse sand ) and bed concrete ,PCC M-15(1:2:4) (1 cement :2 fine aggregate : 4 course aggregate ) for bed of 150 mm thick & benching of as per drawing with DI (MD-10) cover slab .The work includes Coping in M-20 for fixing of frame,excavation ,refilling of excavated material with compaction ,fixing of uPVC Pipe of 110 mm dia as required .Work should be completed in all repect as per specifications ,drawing and as per directions of Employers Representative.
42
-
-
Construction of chamber out side the premises of individual houses with clear inside opening of 450*450 mm having depth upto 750 mm 230 mm thick Brick (FPS bricks of class designation 7.5) Masonary in CM 1:4 (1 cement : 4 coarse sand ), including inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete , 20 mm thick plaster on external surface with cement mortar 1:4 (1 cement : 4 coarse sand ) and PCC M-15(1:2:4) (1 cement :2 fine aggregate : 4 course aggregate ) for bed of 150 mm thick & benching of as per drawing with precast (EHD-35) cover slab .The work includes Coping in M-20 for fixing of frame,excavation ,refilling of excavated material with compaction ,fixing of uPVC Pipe of 110 mm dia as required .Work should be completed in all repect as per specifications ,drawing and as per directions of Employers Representaive
21
-
-
Construction of brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :0.91 m deep with S.F.R.C. Manhole Cover with Frame 560 mm dia (HD 20) as per IS 12592. including centering, shuttering all complete. (Excavation, foot rests and 20mm thick cement plaster in CM (1:4) at the external surface shall be paid for separately) :With Modular Bricks
40
-
-
Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m. with modular bricks
4
-
-
Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :1.68 m deep 560 mm Dia CO Ductile iron Manhole cover with frame having load capacity of D400, hinged type (Anti theft ), including centering, shuttering all complete. (Excavation, foot rests and 20mm thick cement plaster in CM (1:4) at the external surface shall be paid for separately) with modular bricks
27
-
-
Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m :with modular bricks
3
-
-
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.
30101.9
-
-
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
1387
-
-
By Mechanical Means
10350
-
-
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.
32914
-
-
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.
24958
-
-
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)
50
-
-
Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
50
-
-
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.
27745
-
-
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.
41226
-
-
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.
2457
-
-
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
344
-
-
By Mechanical means
3456
-
-
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
737
-
-
By Mechanical means
6633
-
-
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.
93038
-
-
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.
93038
-
-
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.
598
-
-
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.
1396
-
-
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.
368
-
-
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,as per drawing and as per direction of Employer's Representative.
3722
-
-
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.
63638
-
-
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.
63638
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, as per drawing and as per direction of Employer's Representative. - All work up to plinth level :
-
-
-
M-15 Cement Concrete
22359
-
-
M-10 Cement Concrete
10116
-
-
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.
17520
-
-
Providing and laying in position bitumen hot sealing compound for expansion joints etc including 5 cm depth and 1.5 cm width .Using grade ‘A’ sealing compound.including saw cutting for filling material. as per drawing and as per direction of Employer's Representative.
20000
-
-
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.
8970
-
-
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.
7487
-
-
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.
8501
-
-
Supply and fixing of MS delineators 1000 mm long , having a diameter of 75 mm and thickness 4mm and having atleast 3 different colour strips of 75 mm wide Type IV retroreflective tape around the black painted pole attached with 150 mm x 25 mm x 6 mm MS flats welded at bottom to be fixed in M15 concrete base as directed by the Employers Representative. as per IRC: 79 (Recommended Practice for Road Delineators) and Clause no. 806 of MORTH specifications. as per drawing and as per direction of Employer's Representative.
1667
-
-
Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer.as per drawing and as per direction of Employer's Representative.
5000
-
-
Providing and fixing of corrosion resistant 2mm thick Type IV retroreflective cautionary, mandatory, informatory sign board with 7 year warranty as per IRC:67, made of high intensity sheeting fixed over ACP (Aluminium Composite Panel) 3 mm thick (including framing and bracing with fabrication, plotting, pasting, riveting, taping and nut, bolts, washers and rivets etc for fixing), supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing, issued in original by retro-reflective sheeting manufacturer having operations in India by their indian subsidary. (Clause No. 801 of MORTH),as per drawing and as per direction of Employer's Representative.
-
-
-
800 x 600 mm Rectangle
10
-
-
600 x 450 mm Rectangle
10
-
-
900mm high Octagon
10
-
-
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) as per drawing and as per direction of Employer's Representative.
600
-
-
Provision of rumble strips of premix bituminous carpet, 25 mm high at centre, 300 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.as per drawing and as per direction of Employer's Representative.
100
-
-
Providing & fixing Plastic speed breaker (rumble strip) in Yellow and black colour of size 250 mm X350 mm x75 mm including all fixing material like nut,bolt etc.as per drawing and as per direction of Employer's Representative.
100
-
-
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
150
-
-
Providing and laying of dry stone soling complete as per drawings and technical specifications Clause 1303.3,as per drawing and as per direction of Employer's Representative.
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.
10215
-
-
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.
5000
-
-
Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Employers Representative. 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.
5800
-
-
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:
-
-
-
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
-
-
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth all complete as per the direction of Employers Representative.
510
-
-
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) as per drawing and as per direction of Employer's Representative.
50
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
1000
-
-
Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per the direction of Employers Representative.
-
-
-
75mm average thickness
200
-
-
50mm average thickness
200
-
-
25 mm average thickness
200
-
-
Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per the direction of Employers Representative.
-
-
-
Bars upto 12 mm diameter
200
-
-
Bars above 12 mm diameter
200
-
-
Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per the direction of Employers Representative.
-
-
-
Upto and including 12mm dia.
100
-
-
Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and all complete as per the direction of Employers Representative.
-
-
-
Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make
100
-
-
Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Employers Representative .Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2). all complete as per the direction of Employers Representative.
-
-
-
12 mm average thickness
200
-
-
Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member.Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member all complete as per the direction of Employers Representative.
-
-
-
50mm thick in Grade M 25 with cement content not less than 330 kg per cum
200
-
-
Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. all complete as per the direction of Employers Representative..(The payment shall be made on the basis of actual weight of approved grout injected.)
-
-
-
Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work.
150
-
-
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).
10
-
-
1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
14
-
-
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
100
-
-
Removing mortar from bricks and cleaning bricks including stacking with all lead (stacks of cleaned bricks shall be measured)::
-
-
-
From brick work in cement mortar
9500
-
-
Dismantling of C.I. sluice valve including stacking of useful materials with all lead
-
-
-
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, for all leads including all lifts involved.
500
-
-
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
100
-
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
100
-
-
Suspended floors, roofs, landings, balconies and access platform
100
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
100
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
100
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth with all lead and lift upto 1.5 m, as directed by Employers Representative.All kinds of soil
-
-
-
upto 1.5 mtr depth
398
-
-
above 1.5 mtr - upto 3.0 mtr depth
477
-
-
above 3.0 mtr - upto 4.5 mtr depth
50
-
-
above 4.5 mtr - upto 6.0 mtr depth
50
-
-
above 6.0 mtr - upto 7.5 mtr depth
50
-
-
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specification
50
-
-
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
50
-
-
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Employers Representative.
50
-
-
Battery back up & wireless type level transmitters- providing, installation, testing and commissioning of level transmitter with : transmitter output : gsm + data logger sensor material :pp instrument range : 8m process connection :4" integral flange material of construction of flange :pp power supply :internal installed battery cable entry :two pin circular pg11connector no data logger
25
-
-
Supply, Installation, Testing & commissioning of Socket & spoigot jointed uPVC Pipe SN -8 of 110 mm dia including breaking of floor, PCC, excavation, backfilling, disposal of debris etc omplete as per drawing and as per direction of Employer's Representative.for rain water
30520
-
-
Construction of chamber in side the premises of individual houses with clear inside opening of 300*300 mm having depth as per site condition with 230 mm thick Brick (FPS bricks of class designation 7.5) Masonary in CM 1:4 (1 cement : 4 coarse sand ), including inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls, 20 mm thick plaster on external surface with cement mortar 1:4 (1 cement : 4 coarse sand ) and bed concrete ,PCC M-15(1:2:4) (1 cement :2 fine aggregate : 4 course aggregate ) for bed of 150 mm thick & benching of as per drawing with DI (MD-10) cover slab .The work includes Coping in M-20 for fixing of frame,excavation ,refilling of excavated material with compaction ,fixing of uPVC Pipe of 110 mm dia as required .Work should be completed in all repect as per specifications ,drawing and as per directions of Employers Representative. ( rain water)
3052
-
-
Cleaning of exisitng soak pit including removal of any unwanted material such as mud, sludge etc and disinfecting the same etc complete all as per the direction of Employers Representative.
3052
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth with all lead and lift upto 1.5 m, as directed by Employers Representative.
261
-
-
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
1080
-
-
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
112
-
-
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.
146
-
-
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
112
-
-
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.
42
-
-
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
1080
-
-
Air quality monitoring:
180
-
-
Noise levels monitoring
180
-
-
Ground Water Quality
180
-
-
Surface Water Quality
180
-
-
Road Side Drainage Works
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth with all lead and lift upto 1.5 m, as directed by Employers Representative
-
-
-
upto 1.5 B.G.L.
102361
-
-
1.5 to 3.0 B.G.L.
66616
-
-
3.0 to 4.5 B.G.L.
18454
-
-
4.5 to 6.0 B.G.L.
102
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, with all lead and lift upto 1.5 m.
5544
-
-
Disposal of surplus excavated (Excavated Rock/Boulders and other unwanted excavated materials) by Mechanical/Manual means including loading, unloading, levelling at dumping site, including all lead & lift etc complete all as directed by Employer's Representative.
159811
-
-
Extra rates for quantities of works, executed In or under water and/or liquid mud, including pumping out water as required In all kinds of soils
-
-
-
3.0 to 4.5 B.G.L.
923
-
-
4.5 to 6.0 B.G.L.
5
-
-
Close timbering in trenches including strutting. Shoring and packing cavities (wherever required) for each additional depth of 1.5 mtr complete as per specification and direction of Employers Representative (measurement to be taken of the face area timbered )
-
-
-
1.5 to 3.0 mtr B.G.L.
30129
-
-
3.0 to 4.5 mtr B.G.L.
6753
-
-
Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered):
-
-
-
1.5 to 3.0 mtr B.G.L.
20086
-
-
3.0 to 4.5 mtr B.G.L.
4502
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
5146
-
-
Providing & applying 20 mm cement plaster finished with a floating coat of neat cement of mix (1 cement: 4 fine sand) including all labour & material, etc complete as per drawing & as directed by Employer's Representative.
36142
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level.
-
-
-
1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
6860
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Employers Representative
5056
-
-
Providing and laying in position machine batched and machine mixed design mix M-30 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
45196
-
-
Centering and shuttering including strutting,propping etc. and removal of form as per technical specification, drawing or as directed by Employers representative.
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
316205
-
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
18000
-
-
Providing and laying Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars of grade Fe-500D or more.
2772935
-
-
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per as per technical specification, drawing or as directed by Employers representative.
2102
-
-
Supplying, stacking at site and fixing of precast SFRC manhole cover with frame with steel fiber of ISI marked conforming to IS; 12592 part I & II - Extra Heavy Duty (EHD -35) as per technical specification, drawing or as directed by Employers representative.
2189
-
-
Providing & Fixing perforated RCC drain cover all complete as per drawing, technical specification or as directed by Employers Representative.
19056
-
-
Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints as per technical specification, drawing or as directed by Employers representative.
1041
-
-
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 kinds of soil.
20475
-
-
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Employers Representative :
330
-
-
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Employers Representative. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
1327
-
-
De-silting of existing drain/nallah/sewer trunk including taking out silt, sludge and other unwanted materials including disposal of the same including all lead & lift , spreading disinfectant on heap of de-silted material all as directed by Employers Representative.
12500
-
-
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
1320
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) as per technical specification, drawing or as directed by Employers representative.
5306
-
-
(Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 )
2200
-
-
Electrical Works
-
-
-
Supply Installation Testing & Commissioning of wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel as per Relavent IS specification for electrical Works, made out of CRCA sheet . Other parameters required as per point (a) ,(b), (c), (d) below:-
(a)Thickness of sheet shall not be less than 1.6 mm up to 600 mm length / width of any compartment and be of 2.0 mm above 600 mm. Load bearing structure shall be of 2.0 mm thick sheet supported by base M.S. channel if required . Side walls and cable alley compartments having bolted type doors with / without detachable extension type structure
(b) panel shall be duly treated for derusting in 7 tank process with dephosphating and with powder coating of minimum 70 microns on both side of panel in desired shade The panel having PU/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware, separate detachable gland plate M.S. base channel (min75mm) , hinged door with locking arrangement for equipment/switchgear.
(c) Interconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 125 amp ) and by solid bus bar (125 amp ) . All joints /interconnections of copper bus bar shall be dully tinned . Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of phase bus bar.
Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
375
-
-
Supplying and fixing of Aluminium (IEC 60105 ISO 209-1,2) / Copper (IEC 60028) bus bar as per Relavent IS specification for electrical Works, by means of SMC / DMC type insulator, high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. Complete in all respect as per specification, design, drawing & as directed by Employer Representative
Electrolytic grade Aluminium bus bar 6010 grade
60
-
-
Providing & Fixing of BIS approved Current Transformer as per Relavent IS specification for electrical Works ,ISI marked as per IS 2705- 1992/ conforming to IEC 60044-1, with secondary terminal of CT shall be brought out suitable to a terminal block which shall be easier accessible for testing and terminal connection , with all necessary support in existing panel including connection etc. as required Current transformer Resin Cast Wound Primary / Ring Type Tape Wound as per IS 16227 with, Accuracy Cl, CT ratio and burden as specified. ISF=5, Cu cross section of secondary wire 1.5sqmm (minimum), including all necessary support in existing panel including connection etc. as required . Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
-
-
-
C T Class 1, Ratio 200/5 to 300/5, Burden 10 VA
6
-
-
CT Class 1, Ratio 400/5 to 1200/5, Burden 15 VA
84
-
-
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.
-
-
-
Multifunction LCD meter with V,A,F,PF,KW,KVA, old energy memory, class 1 accuracy without RS485 port.
30
-
-
Providing & Fixing of push button actuators and integral contact block of dia. 22.5 mm including making connection etc. as required. Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
-
-
-
Luminous type Red , Yellow, Green, Amber
180
-
-
Providing & Fixing of ISO certified company made UL listed , IP 65 110/220 V, unibody LED Indicating lamp IEC 60947 , CSA 22.2 with integral circuit, IP 20 terminal block, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min. 29 mm, contact material phospher bronze for Led, PCB contacts shall be of brass (tin plated), impulse dielectric tested for 2.5 KV, Rated insulation resistance shall be 100 M ohm at 500VDC including connection etc. as required. Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
-
-
-
Red/yellow/Green/Amber colour
360
-
-
Blue Colour
30
-
-
Providing & Fixing of IP 51 ( upto 500) V range Volt meter on existing panel as per Relavent IS specification for electrical Works, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. Meter shall give true RMS measurements, acc. CI 1.0 or better , with field programmable primary & sec. values PT(VT) primary upto 2000 KV. Field-programmable high and low threshold values, meter shall compliance of IS 13875 & IEC 61236. as required. OEM Must have BIS certificate and & shall have submit NABL / CPRI / ERDA lab test reports before execution & complete in all respect as per specification, design, drawing & as directed by Employer Representative.
-
-
-
Digital type
30
-
-
Providing & Fixing of CT operated direct reading type IP- 51 Ampere meter on existing panel as per Relavent IS specification for electrical Works, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. Ampere meter shall give true RMS measurement, Acc. Cl 1.0 or better , Measuring current range 50 mA to 6 A, with Field-programmable primary and secondary values CT primary up to 15000 A, Field-programmable high and low threshold values as required. compliant to IS 13875, & IEC 61326. OEM Must have BIS certificate and & shall have submit NABL / CPRI / ERDA lab test reports before execution & complete in all respect as per specification, design, drawing & as directed by Employer Representative.
-
-
-
Digital type Confirming to IEC 62053-21, Below 500 A
13
-
-
Digital type Confirming to IEC 62053-21, Above 500 A
17
-
-
Providing & Fixing of ISO certified company made selector switch of 10 A for voltmeter (4 position ) using high grade engineering material to international standards with cam assembly insulation of glass filled polyamide with high tracking index. For reliable and stable electrical and mechanical endurance double butt contacts with silver bi-metal on copper should provided . contact assembly is of operating temp range -25 degree C to 55 degree C, frequency upto 10 KHz. switch life under std. op. conditions shall be mechanically minimum 50000 operations @300 cycles/ hour and electrically 10,000 operations at 100% rated duty for 100 cycles/ hour including making connection etc. as required. Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
30
-
-
Providing & Fixing of ISO certified company made CT linked selector switch of 10 A for Ampere meter (4 position ) using high grade engineering material to international standards with cam assembly insulation of glass filled polyamide with high tracking index. For reliable and stable electrical and mechanical endurance double butt contacts with silver bi-metal on copper should provided . contact assembly is of operating temp range -25 degree C to 55 degree C, frequency upto 10 KHz. switch life under std. op. conditions shall be mechanically minimum 50000 operations @300 cycles/ hour and electrically 10,000 operations at 100% rated duty for 100 cycles/ hour , including making connection etc. as required. Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
30
-
-
LV APFC Panel:
Supply, installation, testing & commissioning LV APFC panel consisting of required capacitor banks for continuous duty to improve P.F. 0.85 to 0.99 in required steps enclosed in dust & vermin proof compartment, indoor type, fabricated from CRCA sheet steel with minimum thickness of 3 mm for base frame / channel / gland plates, 2.0 mm for load bearing members / doors & 1.6 mm for internal partitions, minimum degree of protection - IP 42, busbar chamber, required size of Al bus bar/ terminals, minimum 10 stage APFC relay, metering, indicating lamps, push buttons, with detuned reactor complete as per IS: 16636-2017 with latest amendment & detailed technical specification and data sheet as under.
-
-
-
Upto 50 Kvar capacity: APFC panel consisting following items-
a. 125A, 50 kA for 1 Sec, TP, TM based MCCB based spreader terminals & rotary handle.
b. 0-125 analogue ammeter of 96 X 96 mm size with selector switch.
c. 3 nos 125/5A, 10VA, CL-1.0, cast resin type current transformer.
d. Suitable rating MCCB/MCB & contractor for each capacitor bank.
e. Suitable rating APP type capacitor bank (vacuum impregnated with non-PCB/ Non-toxic oil. Internally delta connected with built in internal fuses complete with discharge resistances & thermal cover). Of approved make in required steps with well suited detuned reactor is placed in series with each capacitor step. (e.g. 50 kvar capacity will be provided in steps of 2 nos X 5 kvar, 2 nos X 7.5 kvar & 2 nos x 12.5 kvar).
f. Enclosure dimension: 1600 (H) X 1150 (W) X 600 (D)
13
-
-
Above 50 & upto 100 Kvar capacity: APFC panel consisting following items-
a. 250A, 50 kA for 1 Sec, TP, TM based MCCB based spreader terminals & rotary handle.
b. 0-250 analogue ammeter of 96 X 96 mm size with selector switch.
c. 3 nos 250/5A, 10VA, CL-1.0, cast resin type current transformer.
d. Suitable rating MCCB/MCB & contractor for each capacitor bank.
e. Suitable rating APP type capacitor bank (vacuum impregnated with non-PCB/ Non-toxic oil. Internally delta connected with built in internal fuses complete with discharge resistances & thermal cover). Of approved make in required steps with well suited detuned reactor is placed in series with each capacitor step. (e.g. 100 kvar capacity will be provided in steps of 2 nos X 5 kvar, 2 nos X 10 kvar, 2 nos X 15 kvar & 2 nos x 20 kvar).
f. Enclosure dimension: 2100 (H) X 1150 (W) X 600 (D)
2
-
-
Incoming:
Supply Installation Testing & Commissioning of Draw out type 3/4 pole IP53, IK 08 door interlock Air Circuit Breaker (ACB), conforming to IS/IEC 60947 P - 2 :2003 in existing LT panel suitable for LT installation 440 V, 50 Hz and having adjustable over load short-circuit, earth fault and with separate LED indication for each type of fault , Password protected release (trip mechanism) shall confirm to EMI/ EMC test , LCD/LED display , Thermal memory , pollution degree 4, trip free mechanism , suitable for ambient 50 degree and utilization category B. In built electrical & mechanical anti pumping feature , 100% rated neutral . ACB shall have separate indication for service, test, isolation & maintenance position, Breaking capacity Icu = Ics = Icw ( 1 sec ) , U imp - 12 KV, break time not more then 25 ms. Provision for electrical & mechanical interlock between ACBs, Min.electrical operation 10,000 upto 2000 A rating and 5,000 for 2500 A. including making connections etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution & complete in all respect as per specification, design, drawing & as directed by Employer Representative. Microprocessor based release Draw out type ( Motorised charging type ) 4Pole
-
-
-
800 A Rating , 50kA
6
-
-
1000 A Rating , 50kA
4
-
-
1250 A Rating , 50kA
4
-
-
Incoming- Supply Installation Testing & Commissioning of IP 40 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 and inst. protection setting , True RMS sensing. as per Relavent IS specification for electrical Works, conforming to IS/IEC 60947 P -2 :2003 with front face and centralised adjustable, common fault LED indication, Thermal memory, release trip shall confirm to EMC/ EMI compatibility, trip free mechanism, 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 800 V, provision for UVR , shunt trip , earth fault trip, door interlock, pad lock & rotary handle , including making connections with lugs & spreaders, etc. as required. OEM shall have submit NABL / CPRI / ERDA accredited lab type test certificate before execution & complete in all respect as per specification, design, drawing & as directed by Employer Representative. With Microprocessor based release
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-
400 Amp ,50 kA, adjustable O/L & adjustable S/C setting, Ics = 100 % Icu
6
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-
630 Amp , 50 kA, adjustable O/L & adjustable S/C setting, Ics = 100 % Icu
10
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-
Outgoing- Supply Installation Testing & Commissioning of IP 40 3 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 mechanism, 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 800 V, provision for UVR , shunt trip , earth fault trip, door interlock, pad lock & rotary handle , including making connections with lugs & spreaders, etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution & complete in all respect as per specification, design, drawing & as directed by Employer Representative. With Thermal Magnetic release
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-
up to 100 Amp , 25 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu
13
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-
125 Amp , 25 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu
4
-
-
160 Amp , 25 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu
2
-
-
250 Amp , 35 kA, adjustable O/L & fixed S/C setting, Ics = 100 % Icu
5
-
-
400 Amp ,50 kA, adjustable O/L & adjustable S/C setting, Ics = 100 % Icu
6
-
-
630 Amp , 50 kA, adjustable O/L & adjustable S/C setting, Ics = 100 % Icu
2
-
-
Providing & Fixing of 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C tripping characteristic as per type of load and site requirement) 4KV impulse withstand voltage, with ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanism , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductorline load reversibility, label holding facility , IP 20 contact protection and fitted with existing distribution board/sheets, min. operation 20,000 upto 32 A rating and 10,000 upto 63 A, 5000 for 80 A rating including making connections, testing etc. as required. . OEM shall have submit NABL / CPRI / ERDA accrediated lab test reports before execution complete in all respect as per specification, design, drawing & as directed by Employer Representative.
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-
4P, 6-32 A
73
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-
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.
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-
37 KW
2
-
-
45 KW
2
-
-
75 KW
5
-
-
90 KW
1
-
-
110 KW
3
-
-
125 KW
1
-
-
132 KW
1
-
-
160 KW
2
-
-
Pipe Earthing for electrical Works as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. ' B ' class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by Employers Representative during site visit and ensure to enter in measurement book. Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
135
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-
Supply & Laying following size earth strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required. Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
-
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-
50mm x 6mm copper strip
300
-
-
50mm x 6mm G.I. ( Hot Dipped ) Strip
1000
-
-
25mm x 6mm G.I. ( Hot Dipped ) Strip
800
-
-
Supply Installtion 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 level- 2 & BIS approved as per IS 2026- 1977 & losses as defined as per IS 1180 part I 2014. 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 .NABL accredeated / CPRI/ ERDA lab testing reports with OEM certificate must submitted to Employer's Repersentative.Transformer must be tested from CTL test lab of discom (if reqd.) before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, CTL testing charges & Inspection charges shall be reimbursed by the department to the contractor as per actual expenditure. Complete in all respect as per specification, design, drawing & as directed by Employer Representative. No Load Voltage ratio : 11/0.433 KV No. of phases / frequency : 3 Phases/ 50 Hz
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-
160 KVA
2
-
-
200 KVA
4
-
-
250 KVA
2
-
-
315 KVA
3
-
-
400 KVA
2
-
-
500 KVA
2
-
-
Supply & Installation of D.P. Structure With AIR BREAK SWITCH having following specifications:- All as per pre approved by Employer Repersentative & complete in all respect
DP : Double pole structure on 2 no ISMB 150 x 100 mm, 10 mtr high 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.
GO: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.
DO: 3nos Vertical / Horizontal mounted 11kv horn gap fuse set /drop out 11kv barrel fuses mounted on 6no pin insulators
LA: 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.
JUMPERS: 3 no 11kv acsr conductors mounted on pin type insulators as required. 6.GENERAL:The go shall be operated by hand operated liver properly earthed with provision for locking mounted at 3’
15
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-
Supply , Installation, Testing and Commissioning of Silent DG Set (As per latest CPCB emission norms) having specifications as per A, B, C, D, E, F,G,H
A. 1500 RPM Diesel Engine conform to BS:649/5514 of suitable BHP Engine shall have residential silencer (isolated from main DG chamber), up to 3 M exhaust piping (with insulation & cladding ) as required .
B. AC Brush less SPDP Alternator conform to BS 5000 (part 99) or IS 4722.-2001 . 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. Standard canopy with Weatherproof, powder coated Accoustic enclosure for DG set for sound attenuation fabricated from 1.6 mm CRCA sheet steel (structure) with side wall fabricated from 1.6 mm CRCA sheet & filled with glass wool (96Kg/m3)/ Foam. as per IS 8183 the doors of 28/40/50/85 mm thick as per rating and fabricated from 1.6mm CRCA sheet packed with accoustic material,All doors/opening are sealed with neoprene/EPDN gaskets. The enclosure has built in fuel tank, with protection and tripping of DG set against temperature of more than 50 degree centigrade
D. Electronic / Mechanical governor, Manual & electric Start ,Batteries with battery 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 & control system, 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. (A) Accoustic glass wool wall thickness should not be less then 40mm and not less then 20mm PU foam upto rating 100 KVA.
(B).Accoustic glass wool wall thickness should not be less then 65mm and not less then 50mm PU foam upto rating 250 KVA.
(C)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 of the DG set (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 department/client complete in all respect.
H. OEM Must have BIS certificate and & shall have submit NABL / CPRI / ERDA/ CPCB standards approved lab type test reports before execution as required complete in all respect. All as per pre approved by Employer's Repersentative
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-
125 KVA at 0.8 pf 415V 50Hz 3-ǿ
2
-
-
180 KVA at 0.8 pf 415V 50Hz 3-ǿ
2
-
-
200 KVA at 0.8 pf 415V 50Hz 3-ǿ
2
-
-
225 KVA at 0.8 pf 415V 50Hz 3-ǿ
1
-
-
250 KVA at 0.8 pf 415V 50Hz 3-ǿ
1
-
-
300 KVA at 0.8 pf 415V 50Hz 3-ǿ
3
-
-
380 KVA at 0.8 pf 415V 50Hz 3-ǿ
1
-
-
400 KVA at 0.8 pf 415V 50Hz 3-ǿ
1
-
-
500 KVA at 0.8 pf 415V 50Hz 3-ǿ
2
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-
Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Unarmoured / Armoured aluminium cable of 1.1 KV grade as per for electrical Works in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling of excavated earth in trench , on existing cable trays or on surface etc. including making necessary connection, testing etc. as required of size and as per points (a), (b), (c), mentioned below:-
(a) Material :- H4- Grade aluminium conductor of purity 99.6 % & as per IS:1554 P-I / IS :7098 P – I
(b) conductor shall have electrolytic aluminium confirming to IS8130, IS 3975-1999 for armouring of cables in armoured cable items , IS 5831 for sheath, IS 10810 (Part 0 to 64 ) for testing procedures. (c) OEM Must have ISO 9001 & 14001 certifications for quality assurance & its own in house NABL lab setup for all testing facilities for cables . Appropriate type test certificate / OEM test report shall be submitted . Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
-
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-
3.5C, 150 Sqmm
300
-
-
3.5C, 240 Sqmm
600
-
-
3.5C, 300 Sqmm
2100
-
-
3.5C, 400 Sqmm
1800
-
-
3.5C, 630 Sqmm
900
-
-
3C, 4 sqmm
300
-
-
3C, 6 sqmm
40
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-
3C, 10 sqmm
100
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-
3C, 16 sqmm
20
-
-
Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Unarmoured / Armoured aluminium cable of 1.1 KV grade as per for electrical Works in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling of excavated earth in trench , on existing cable trays or on surface etc. including making necessary connection, testing etc. as required of size and as per points (a), (b), (c), mentioned below:-
(a) Material :- H4- Grade aluminium conductor of purity 99.6 % & as per IS:1554 P-I / IS :7098 P – I
(b) conductor shall have electrolytic aluminium confirming to IS8130, IS 3975-1999 for armouring of cables in armoured cable items , IS 5831 for sheath, IS 10810 (Part 0 to 64 ) for testing procedures. (c) OEM Must have ISO 9001 & 14001 certifications for quality assurance & its own in house NABL lab setup for all testing facilities for cables . Appropriate type test certificate / OEM test report shall be submitted . Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
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-
3C, 25 sqmm
100
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-
3C, 35 sqmm
90
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-
3C, 50 sqmm
50
-
-
3C, 120 sqmm
140
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-
3C, 150 sqmm
20
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-
3C, 185 sqmm
60
-
-
3C, 240 sqmm
40
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-
Providing & Laying ISI marked P.V.C. insulated submersible cable confirming to IS:694 with flexible copper conductor including making connection etc. as required
-
-
-
16.0 Sq.mm 3 core flat
4400
-
-
25.0 Sq.mm 3 core flat
3080
-
-
35.0 Sq.mm 3 core flat
5060
-
-
Supplying and making one end termination with heavy duty single compression brass gland (as per IS 12943- 1990) SIBG type, heavy duty Copper/ Bimetallic lugs (IS 8337- 1976) duly crimped with crimping tool, PVC tape for electrical Works etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium/copper conductor cable of 1100 volt grade as required of size. Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
-
-
-
3.5C, 150 Sqmm
4
-
-
3.5C, 240 Sqmm
8
-
-
3.5C, 300 Sqmm
28
-
-
3.5C, 400 Sqmm
24
-
-
3.5C, 630 Sqmm
12
-
-
3C, 4 sqmm
60
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-
3C, 6 sqmm
4
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-
3C, 10 sqmm
10
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-
3C, 16 sqmm
2
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-
Supplying and making one end termination with heavy duty single compression brass gland (as per IS 12943- 1990) SIBG type, heavy duty Copper/ Bimetallic lugs (IS 8337- 1976) duly crimped with crimping tool, PVC tape for electrical Works etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium/copper conductor cable of 1100 volt grade as required of size. Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
-
-
-
3C, 25 sqmm
10
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-
3C, 35 sqmm
4
-
-
3C, 120 sqmm
14
-
-
3C, 150 sqmm
2
-
-
3C, 185 sqmm
6
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-
3C, 240 sqmm
4
-
-
Wiring of light point/ fan point/ exhaust fan point/ call bell point as per Relavent IS specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694) and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit & it's all accessories( J.B. , Bends etc.) , round tiles,18 SWG G.I. box with earth terminal, 6 A switch , 3 pin ceiling rose/ Lamp holder / 3 point Connector, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Employer Representative, making connections, testing etc. complete as required. Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
-
-
-
Light Point/Fan Points ,Medium point -exceeding 3 m. but not exceeding 6 m. in length.
60
-
-
Wiring of 3/5 pin 6 amp. Light plug point as per Relavent IS specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694) and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit & it's all accessories( J.B. , Bends etc.) , round tiles,18 SWG G.I. box with earth terminal of required size, 6 A switch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Employer Representative, making connections, testing etc. Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
Long point (up to 10 mtr..)
45
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-
Supply & Fixing following sizes (dia.) of ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit as per Relavent IS specification for electrical Works along with its accessories (IS: 3419 ) as required in recess including cutting the wall, covering conduit and making good the same as required. All relative and latest acceptance tests reports by any NABL accredited lab for the conduit shall be submitted before execution & A Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
MMS ( IS:9537 P - III ) PVC conduit, 25 mm
225
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-
Circuit Wiring - Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per Relavent IS specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire +should be made from 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free ( 10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A or C ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4, , in existing surface or recessed PVC/ MS conduit/casing capping including all as per pre approved by Employer Repersentative,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
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-
-
4x2.5 Sq.mm.
225
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-
Providing & Fixing of 18 SWG G. I. / M .S. Sheet boxes as per Relavent IS specification for electrical Works, duly finished with two coats of red oxide and with earthing terminal of following sizes (nominal size) in recessed/surface as required. A Complete in all respect as per specification, design, drawing & as directed by Employer Representative.100x100x60mm
15
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-
Wiring of 6 pin 15 amp. Light power point with 4.0 sq. mm PVC insulated unsheathed solid / stranded copper conductor 1.1 kV grade of approved make in surface / recessed ISI marked steel conduit & it's accessories, 18
SWG M.S. box with earth terminal, screw less cage connectors for neutral looping in switch board , 15 A switch, 15 A socket, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, bushes, check nut- On Separate Board - Medium Point
15
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-
Providing & Fixing TP&N 415 V metal clad HBC cum rewire able switch fuse unit with porcelain kit-kat & neutral link and conforming to IS:13947 P-I&III and making connections with lugs testing etc. as required.
15
-
-
Supplying and fixing as per specification Caution / Danger Board as of approved make & design with necessary material complete. Large Size
30
-
-
Providing & Fixing of ISI marked (IS :3854) 6 amp. flush type non modular switch as per Relavent IS specification for electrical Works, made out from industrial grade Polycarbonate or fire resistant ABS material, minimum width of switch toggle ( PUSH PART ) should not less then 16 mm, brass terminal & captive screws including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Employer Representative.
60
-
-
Providing & Fixing of of 3 pin 6 amp. flush type non modular socket as per Relavent IS specification for electrical Works, made out from industrial grade Polycarbonate or fire resistant ABS material, brass terminal with Porcelain based back cover & captive screws including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Employer Repersentative.
15
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-
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. Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
4' LED Tube shape fixture 18/20 W (Extruded Al Base)
45
-
-
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. Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
4', 18/ 20 Watt LED Tube Without Batten (Extruded Al Base)
45
-
-
Providing & Fixing of IK07 IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum LM6/ ADC12 material with heat dissipation fins on housing with UV stabilized PC/Toughened Glass cover (UV stablzation report submitted for UV cover ) and secondary lens on each LED & should be SMD type . The System level Luminaire efficacy =120 lm/ wt with High Power LEDs is to be used and potted driver must be potted & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @=300 V AC and Auto resetting Safety ,Input Frequency 50Hz±3% Power Factor 0.95 driver Efficiency 85% ,THD(I) 10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current 1000mA shown in LM79 report. The luminaire shall be BIS certified and T.C. certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened ,color Rendering Index 70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.
OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted.Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
15
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-
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. (See Table P -01 for specs.); 3 Mtr
15
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-
Supply & Fixing 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. 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 . Complete in all respect as per specification, design, drawing & as directed by Employer Representative. Note: All the above should be integrated and should be 1 system. Compact Solar LED Street Light - 20W(MONO) 18V/ 12.8V9Ah/12W
15
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-
Providing & Fixing of Heavy duty capacitor start, copper woind Double ball bearing 900/1400 RPM single phase Exhaust fan as per Relavent IS 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. Complete in all respect as per specification, design, drawing & as directed by Employer Representative.
15
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-
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.
-
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-
Subermersible Pump Working NEELAYAM COLONY TW- E (REPLACEMENT) ,PUMP CAPACITY 800 LPM , HEAD 255 M
1
-
-
Store Standby
PUMP CAPACITY 800 LPM , HEAD 255 M
1
-
-
Subermersible Pump Working DEHARIYA E TW (REPLACEMENT) ,PUMP CAPACITY 1275 LPM , HEAD 255 M
1
-
-
Store Standby
PUMP CAPACITY 1275 LPM , HEAD 255 M
1
-
-
Subermersible Pump Working DEVENDRAPURI BADI MUKHANI E TW (REPLACEMENT) ,PUMP CAPACITY 1020 LPM , HEAD 255 M
1
-
-
Store Standby
PUMP CAPACITY 1020 LPM , HEAD 255 M
1
-
-
Subermersible Pump Working NEW TW AT JUDGE FARM NURSARY NEAR TANK 01- P-TW (NEW) ,PUMP CAPACITY 1600 LPM , HEAD 255 M
1
-
-
Store Standby
PUMP CAPACITY 1600 LPM , HEAD 255 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 TRANSPORT NAGAR TW-E (REPLACEMENT) ,PUMP CAPACITY 960 LPM , HEAD 235 M
1
-
-
Store Standby
PUMP CAPACITY 960 LPM , HEAD 235 M
1
-
-
Subermersible Pump Working HG 196 , JEETPUR NEGI TW-E (REPLACEMENT) ,PUMP CAPACITY 1760 LPM , HEAD 275 M
1
-
-
Store Standby
PUMP CAPACITY 1760 LPM , HEAD 275 M
1
-
-
Subermersible Pump Working MANPUR PACCHIM E TW (REPLACEMENT) ,PUMP CAPACITY 720 LPM , HEAD 255 M
1
-
-
Store Standby
PUMP CAPACITY 720 LPM , HEAD 255 M
1
-
-
Subermersible Pump Working ITI TW -E (REPLACEMENT) ,PUMP CAPACITY 1200 LPM , HEAD 265 M
1
-
-
Store Standby
PUMP CAPACITY 1200 LPM , HEAD 265 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.
-
-
-
JK PURAM CHOTI MUKHANI TW-E (REPLACEMENT) ,PUMP CAPACITY 900 LPM , HEAD 230 M
1
-
-
Store Standby
PUMP CAPACITY 900 LPM , HEAD 230 M
1
-
-
Subermersible Pump Working OM VIHAR / PARVATI VIHAR TW-E (REPLACEMENT) ,PUMP CAPACITY 750 LPM , HEAD 250 M
1
-
-
Store Standby
PUMP CAPACITY 750 LPM , HEAD 250 M
1
-
-
Subermersible Pump Working SHYAM VIHAR TW- E (REPLACEMENT) ,PUMP CAPACITY 1400 LPM , HEAD 240 M
1
-
-
Store Standby
PUMP CAPACITY 1400 LPM , HEAD 240 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 HG 181, JUDGE FARM E TW (REPLACEMENT) ,PUMP CAPACITY 1870 LPM , HEAD 255 M
1
-
-
Store Standby
PUMP CAPACITY 1870 LPM , HEAD 255 M
1
-
-
Subermersible Pump Working NEW TW AT JUDGE FARM NURSARY NEAR TANK 02 TW-P (NEW) ,PUMP CAPACITY 1500 LPM , HEAD 255 M
1
-
-
Store Standby
PUMP CAPACITY 1500 LPM , HEAD 255 M
1
-
-
Supply,Installaion, Testing & Commissioning of Horizontal Split casing centrifugal pump motor set of specified duty parameters & guaranteed efficiency of following MOC with specified capacity, horizontal foot mounted TEFC squirrel cage induction motor, working on three phase AC supply with 50 Hz ± 3%, 415 V ± 10%,rated speed 1450 RPM along with fabricated MS base frame, coupling, coupling guard, foundation bolts etc. as per relevant IS.M.O.C.: Impeller & Wearing Rings: CF8M, Casing: Cast Steel WCB , Shaft: SS 410, Shaft Sleeve: SS 410, Mechanical Seal (above 30 kW), Base Frame: MS. Including Motor Erection Charges ,all complete as per Technical Specifications , Drawing & as directed by employer's Representative.
-
-
-
HSC Pump Working + Stand by
HSC 1-P FOR TRANSPORT NAGAR -E (NEW) ,PUMP CAPACITY 2720 LPM , HEAD 40 M
2
-
-
HSC Pump Working + Stand by
HSC2 FOR JUDGE FARM NURSARY -01(20 M ST. HT.) (NEW) ,PUMP CAPACITY 3050 LPM , HEAD 40 M
2
-
-
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
13
-
-
Supply, installation, testing and commissioning of Mono Rail Chain Pulley Block suitable for lift up to 9m with chain 9m pulley block and traveling trolley for Pumping Stations excluding cost of girder all complete as per Technical Specifications , Drawing & as directed by employer's Representative.Capacity - 3 Ton For Pumping Stations
2
-
-
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
17
-
-
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
-
-
-
150mm
9
-
-
200mm
6
-
-
250mm
2
-
-
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)
30468
-
-
90 Degree Bend
836
-
-
AF Tee
1219
-
-
DF Pipe
10912
-
-
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 11 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-2 Nos.. Total -2 Nos..
3
-
-
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 Set
4
-
-
Air Conditioner-1.5 T
2
-
-
UPS-Redundant 2Kva, 150 AH*2 Battery Unit, Backup For 3 Hours Backup
1
-
-
Remote Data Transfer set GSM/GPRS Modem -Wireless At Sending / Receiving End
2
-
-
Fibre Optic Cable Remote I/O Panel-Lot
1
-
-
Converter For Foc
4
-
-
PLC / i RTU Panel with HMI at existing & proposed scheme
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 respective I/O's capacity with 10” HMI
14
-
-
FOR DI CHANNEL-Card with 16 channel & with base channels
14
-
-
FOR DO CHANNEL-Card with 16 channel & with base channel
14
-
-
RELAY CARD - with 8 channels
28
-
-
AI CHANNEL - card with 8 channels & with base channels
14
-
-
AO CHANNEL- card with 4 channels & with base channels
14
-
-
HMI with Programming Software
14
-
-
Communication Card With Cable
14
-
-
System Cabinet/ Panel
14
-
-
PLC / i RTU Panel with HMI at existing & proposed scheme
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
14
-
-
Hardware & Software Development –Lot
14
-
-
Remote Data Transfer GSM/GPRS Modem -Wireless At Sending / Receiving End With Dual Sim
14
-
-
UPS- 2 Kva with 150 AH*2 Battery Unit, Backup For 3 Hours for all RTU Panel Location
14
-
-
UPS-500vA Kva with Battery Unit With 2 hour Backup for all OHT Location
11
-
-
UPS-500vA Kva with Battery Unit With 2 hour Backup for all DMA Location
18
-
-
Billing Center Accessories Near to respective Pump House area
-
-
-
Common DeskTop for Billing Center
8
-
-
Printer
4
-
-
Furniture Set
8
-
-
Online payment SWAP Machine
8
-
-
ELECTROMEGNATIC FLOW TRANSMITTER AT TW DISCHARGE & SUMP / GLSR DISCHARGE.
COMMUNICABLE WITH iRTU / PLC / SCADA INTEGRATED FLOW TRANSMITTER
Electromagnetic type Flowmeter: Providing, Installation, Testing And Commissioning Of EFM With Removable Mechanism Class "B" Confirming To ISO: 4064/1 Including All Materials (Including DI Fittings) and making Connection With new / existing Pipeline required For Flow Meter For rising main, Sump/ GSLR discharge With 4-20mA Signal communication and Local display
-
-
-
DN150 mm
11
-
-
DN200 mm
3
-
-
ELECTROMEGNATIC FLOW TRANSMITTER AT HT DISCHARGE & DMA INLET
DATA LOGER / COMMUNICABLE WITH iRTU / PLC / SCADA INTEGRATED FLOW TRANSMITTER
Electromagnetic type Flowmeter: Providing, Installation, Testing And Commissioning Of EFM With Removable Mechanism Class "B" Confirming To ISO: 4064/1 Including All Materials (Including DI Fittings) and making Connection With new / existing Pipeline required For Flow Meter At discharge of Oht, DMA Inlet With 4-20mA Signal communication and Local display
-
-
-
DN150 mm
1
-
-
DN200 mm
3
-
-
DN250 mm
7
-
-
DN300 mm
5
-
-
DN350 mm
6
-
-
DN400 mm
2
-
-
DN450 mm
2
-
-
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
10945
-
-
20 mm AMR Water Meter
342
-
-
25 mm AMR Water Meter
114
-
-
HYDROSTATIC LEVEL TRANSMITTER FOR EACHDISTRIBUTION 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 with microprocessor based IP 68 Display For automation & communication
14
-
-
PRESSURE TRANSMITTER AT DISCHARGE OF SUBMERSIBLE PUMP / INTAKE WELL + SUMP /GSLR DISCHARGE OF HSC PRESSURE TRANSMITTERS WITH LOCAL DISPLAY- FOR ONLINE PRESSURE MEASUREMENT
-
-
-
Providing, Installation Testing And Commissioning Of Pressure Transmitter: : for online pressure Measurement of discharge of Submersible Pump & HSC. Connection:1 1/2 Inch / 2 Inch, NPT Threaded Type Power Supply: 230 VAC /24 V DC & 4- 20 mA communication IP 68
16
-
-
LEVEL TRANSMITTER FOR GLSR/SUMP & PUMPING STATION AT GLSR PUMPING STATION
LEVEL TRANSMITTERS- ULTRASONIC TYPE WITH 4-20MA COMMUNICATION/ 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: Local with IP 68
2
-
-
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: Locally Display with IP 68
11
-
-
AUTOMATIC CHLORINE DOSING SYSTEM
AUTOMATIC CHLORINE DOSING SYSTEM AT EACH TUBEWELL LOCATION with HOOTER & LCP
-
-
-
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, with motorised valve at Common discharge & NRV
14
-
-
FLOAT & BOARD LEVEL GAUGE AT EACH OHT FOR OHT WATER LEVEL INDICATION
-
-
-
Providing, Installation And Commissioning of Float & Board type level Gauge with SS-304 float, SS rope wire, pully, fixing clamp, Metal/wooden Scale etc for Water Level Indication at each OHT
11
-
-
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
18
-
-
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
11
-
-
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
18
-
-
Providing, Installation Testing and commissioning of diaphragm based, Electrically powered, remotely operated & communicated Pressure reducing Valve (maximum inlet pressure 6bar to outlet pressure 1.7 bar) Including all Materials (Including CI/DI Fittings etc) at DMA in different location Flange
-
-
-
DN200 mm
1
-
-
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. (at Inlet of each DMA Line)
ELECTRICALLY OPERATED ON OFF SLUICE VALVE WITH MANUAL OPERATING HANDEL AT DISCHARGE OF TW & SUMP / GSLR REMOTELY COMMUNICABLE WITH iRTU / PLC / SCADA FOR ON/OFF COMMAND
-
-
-
DN150 mm
11
-
-
DN200 mm
3
-
-
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. (at Inlet of each DMA Line)
ELECTRICALLY OPERATED FLOW CONTROL SLUICE VALVE WITH MANUAL OPERATING HANDEL FOR OR DMA INLET LINE & OHT DISCHARGE
REMOTELY COMMUNICABLE WITH iRTU / PLC / SCADA FOR ON/OFF COMMAND
-
-
-
DN150 mm
1
-
-
DN200 mm
3
-
-
DN250 mm
7
-
-
DN300 mm
5
-
-
DN350 mm
6
-
-
DN400 mm
2
-
-
DN450 mm
2
-
-
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-
ELECTRICALLY OPERATED FLOW CONTROL SLUICE VALVE FOR INSTALLATION INSIDE DMA
REMOTELY COMMUNICABLE WITH iRTU / PLC / SCADA FOR ON/OFF COMMAND
-
-
-
DN100 mm
54
-
-
DN150 mm
27
-
-
DN200 mm
15
-
-
DN250 mm
18
-
-
DN300 mm
7
-
-
DN350 mm
1
-
-
DN400 mm
1
-
-
DN450 mm
1
-
-
DN500 mm
1
-
-
LCP/SWITCH BOARD FOR 3 PHASE/SINGLE PHASE ELECTRICAL POWER CONNECTION FOR FCV LOCAL POWER SUPPLY
-
-
-
Metallic Box (100x100x60mm)
125
-
-
Power wiring
125
-
-
Switch Fuse unit 32 A
125
-
-
MCB 32 Amp
125
-
-
Enclosure for MCB
125
-
-
Danger Board (Large)
125
-
-
Switch-10A
125
-
-
Socket-10A
125
-
-
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
970
-
-
0.75/1.0 Sq.mm Cu Armoured communication cable 2 Core Cable
970
-
-
0.75/1.0 Sq.mm Cu Armoured 6 Core Communication Cable
220
-
-
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.
64
-
-
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.
-
-
-
100mm x 50mm x 1.6mm
970
-
-
150mm x 50mm x 1.6mm
970
-
-
300mm x 50mm x 1.6mm
100
-
-
Pipe Earthing As Per Is:3043 With Perforated 3.0 Mtr. Long, 40 Media. ' 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
50
-
-
Supply & Laying Of Following Size Earth Wire/Strip In Horizontal Or Vertical Run In Ground / Surface/ Recess Including Riveting, Ssoldering, Saddles, Making Connection Etc. As Required.
-
-
-
25X3 mm GI / Cu Strip
970
-
-
8mm GI Wires
250
-
-
12 SWG Wire For Instrument
100
-
-
ELECTRONIC EARTH PITS AS PER INDIAN STANDARS Nos.. WITH 1CX16SQMM AL CABLE OF 20M FOR ITS CONNECTION TO PIT
50
-
-
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
-
-
Schedule-3 STP and Its ancillary works
-
-
-
Civil and Building Works (Including Foundation)
PROCESS UNITS
For TSPS
Coarse Screens including inlet and outlet channels, Wetwell, valve room, panel room
FOR STP
Inlet chamber, Fine Screens and Grit chambers including inlet and outlet channels, Parshal flume channel, Anoxic and SBR Basins, Disc Filtration system (if applicable) Chlorine Contact Tank including mixing tank, inlet and outlet chambers, Sludge collection tank, Gravity sludge thickener, Thickened sludge collection tank, Septage co-treatment, Treated water tank for reuse application
BUILDINGS
Process Air Blower building , Chlorine building, Thickener feed pumping station, Thickened sludge pumping station, Centrifuge Building Plant Water Pump Station, SUBSTATION FOR STP & SPS, Sub Station area, RMU Room applicable for STP & TSPS, PMCC Room / Switch gear room seprate for STP & TSPS, MCC Room seprate for Air Blower , Open Transformer yard applicable for STP & TSPS, Open DG Yard applicable for STP & TSPS, UTILITY BUILDING, Administration Cum Laboratory Building & SCADA building, Interconnecting channels and pipes,overflow, bypass arrangement, OTHER UTILITIES, Site Development, Roads & Drains , Horticulture & Landscaping, Tree Plantation
Furniture & Lab Equipment, Boundary Wall with gate
1
-
-
Mechanical Systems Installation, testing and commissioning of Mechanical equipments at STP and TSPS with following equipments as per scope, specification and drawings. For TSPS
Inlet chamber , Sluice Gates , Coarse Screen Channel , Inlet & Outlet sluice gates, Mechanical Coarse Screens, Belt Conveyor, Compactor
Handling Equipment, Wet well Non Clog Submersible Pumps, Valves, Piping including dismantling Joints, Monorail Hoists / EOT Cranes
Odur control system
For STP
Inlet chamber , Sluice Gates , Fine Screen Channel , Inlet & Outlet sluice gates, Mechanical Fine Screens, Belt Conveyor, Compactor, Handling Equipment, Odur control system, Degritting Chamber, Detritor with complete scraping mechanism, Rake / Screw Classifier , Organic return pump , Accessories-Anoxic and SBR Basins , Inlet & Outlet sluice gates , Submersible Mixer for Anoxic Basin and complete accessories, Fine Bubble Diffuser Aeration system complete with Pipe Grid and accessories, Secondary Clarifier/SBR Decanter with scum guard & all accessories, Disc filters , Process Air Blowers with suction & Discharge Silencers, Filters, Acoustic Hood, Piping with Valves and accessories all complete, RAS Pumps & SAS Pumps Valves and Piping etc., SAS Pumps Valves and Piping etc., Valves and Piping etc. including dismantling joints, EOT Cranes and Hoists, Jib Cranes and Accessories, Alum dosing systems, storage tanks and pipework
Chlorination System, Chlorine storage equipment, Chlorinators, chlorine pipework, dosing system, leak detection,scrubber, ventilation, booting pumps, caustic handling pumps and accessories, Safety Equipment, EOT Cranes, Lifting Beam and Accessories, Motive water Pumps, valves and Piping with fittings, Sludge Storage, Thickening, Treatment & Disposal, Polyelectrolyte dosing systems, storage tanks and pipework
Continuous thickeners, bridge, picket fence, scraper, thickener feed pumps and pipework, protection devices., Thickener Supernatant return system , Thickened sludge feed pump , stirrer , Dewatering Equipment (centrifuge/Multiplate screw press) and solid waste handling system, Filtrate Discharge Pumping system, Ventilation system, EOT Crane & Hoists and Accessories, Service Water System , Pumps, Valves ,piping and fittings, Wastewater and Sludge Sampling, Septage co-treatment
Screening Channel , Inlet & Outlet sluice gates, Mechanical Coarse & Fine Screens, Belt Conveyor, Compactor, Handling Equipment, Odur control system, Equalization cum homogeneous tank , Sludge Feed Pumps, Valves , Piping etc. including dismantling joints, Handling Equipment/HOT, Monorail, Dewatering Equipment (centrifuge/Multiplate screw press) and solid waste handling system, Filtrate Discharge Pumping system, Ventilation system, EOT Crane & Hoists and Accessories, Centrate feed pumps to process tanks with valves & piping.
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Electrical Systems
Installation, testing and commissioning of Electrical equipments at Substation building at STP with following equipment as per scope, specification and drawings. Double Pole Structure with LA, fuse protection & earthing, 11kV RMU with PLC compaitable, 11kV / 0.433kV Transformers & OLTC Panel with PLC compaitable, 415V Capacitor banks with Automatic Power Factor Correction Relay with PLC compaitable, 0.415kV Diesel Generator Sets complete with AMF Control Panel with PLC compaitable& Acoustic Enclosure at Substation , 415V metal enclosed switchboard PMCC with PLC compaitable, DP Structure with necessary allied structure and accessories for STP & TSPS., Installation, testing and commissioning of Motor Control Centres , APFC, Distribution boards etc at various locations in STP & TSPS with following equipment ,items as per scope, specification and drawings. , Raw Sewage Pump House MCC with PLC compaitable, Air Blower MCC with PLC compaitable, Aeriation Basin MCC with PLC compaitable, Mixer MCC with PLC compaitable, Sludge Handling System MCC with PLC compaitable, Centrifuge Building MCC with PLC compaitable, Chemical Building MCC with PLC compaitable, Treated Water MCC with PLC compaitable, Electrical Hoist Panel
Instrumentation DB with PLC compaitable, Acturator DB with PLC compaitable, Main Lighting DB, Local Push Button Stations with PLC compaitable, Variable Frequency Drives with PLC compaitable, Local Control Panel With DOL / Star Delta Starter with PLC compaitable
UPS and Battery Panel with PLC compaitable, Installation, testing and commissioning of Lighting System at STP & TSPS with following equipment, items as per scope, specification and drawings. Lighting Fixtures, Lighting panels, Switchboards , Receptacles, Power Plug & Sockets, Switches, Ceiling fans with regulators, AC etc
Point wiring with conduits ,wires, supports etc for Lighting fixtures, Receptacles, Switches , Ceiling fans etc, Street Lighting and Area Lighting poles with Junction boxes and Over hang
Installation, testing and commissioning of L.T Cabling System , HT/LT Cable Carrier System at STP & TSPS with following components as per scope, specification and drawings. HT cables for STP & TSPS (11 KV DP structure Feeder to Transformer HT Side), L.T cables for STP & TSPS, L.T Cable termination with glands and lugs for STP & TSPS, Cable trays on supports for both LT and HT Cables for STP & TSPS, Hume Pipe/RCC Pipe
Installation, testing and commissioning of Earthing & Lightning Protection System at STP & TSPS with following components as per scope, specification and drawings. Earthing Conductor for outdoor main grid, Earthing conductor for indoor main grid, Earthing conductors for outdoor equipment's, Lightning Arrestors and Down Conductors, Earthing conductor for indoor equipment's, Treated Earth pits, General earth pits
Lightning system
Installation, testing and commissioning of safety procedures & safety item for Electrical Equipment's at STP & TSPS as per scope, specification and drawings. Insulation Mat near to all HT & MCC Panel, RMU Panel etc. , Fire protection system for all MCC area, Fire protection system for Substation
Tool & Tackles applicable for Electrical system for 18 year O & M
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Instrumentation & Automation works
Installation, testing and commissioning of Instrumentation & Control equipment's at STP and TSPS as per scope, specification and drawings. Instrumentation System To provide the following system for
Flow Measurement Transmitter + Accessories +fittings, Air flow measurement+ Accesories+fittings, Ultra sonic Level Measurement+, Accesories+fittings, Pressure transmitters+ Accesories+fittings, Pressure gauges+ Accesories+fittings, Differential level Transmitter + Accesories+fittings, Control Air Pressure Switch+ Accesories+fittings, Temperature Transmitter+ Accesories+fittings, Junction Boxes+Enclosures
Instrumentation Earthing, Two & Three Position Selector Switches+fittings, Flow Transmitter Totalizer+fittings, Panel mounted Digital Indicators+fittings
Temperature Scanner Indicators+fittings, Multi Function Energy Meters+fittings, Surge Protection devices+fittings, Level Transmitter (Radar type)+ Accessories+fittings, Alarm Annunciators+ hooters+fittings, Weight Indicator Transmitter+ Accesories+fittings, Instrumentation system to provide the following for Analytical Instruments (Installation, testing & commissioning), Dissolved Oxygen Analyzer + Accesories+fittings, ORP Analyzer+ Accessories+ fittings, Residual chlorine analyzer+ Accesories+fittings, pH Analyzer+ Accesories+ fittings, H2S Analyzer+ Accesories+ fittings
COD Analyzer+ Accessories + fittings at inlet & outlet, BOD Analyzer+ Accessories + fittings at inlet & outlet, TKN, Analyzer+ Accessories + fittings at inlet & outlet, Ammonia-N, Analyzer+ Accessories + fittings at inlet & outlet, Total Phosphorus, Analyzer+ Accessories + fittings at inlet & outlet
Laboratory Instruments & Equipments as per Section-6 and CPHEEO Manual, Instrumentation Cables/cable trays, Instrumentation(Analog) & Control Cables and Power Cables, OFC, Trays, Glands & Lugs, cable conduits, cable trays, Seprate instumentation earthing, Control System To provide the following system (Installation, testing & commissioning), Liquid processes solid processes/sludge treatment, Chlorination, Chemical System
Substation/D.G., Automation system(PLC based SCADA system) for STP (Installation, testing & commissioning), Master (Redundant Hot Stand by) & Slaves PLC Configuration Plant floor terminal, PLC CPU power supply module, Communication Module , RIO Modules along with Panels
PLC Programming software, SCADA software(dual redundant configuration), Historian software, PLC wired enclosures, Surge Protection devices
SMPS for Automation System Industrial Type Ethernet Switch, commercial grade server PC, 52" LCD Screen with accessories and Commercial Grade PC, Redundant RTU+GPRS modem in redundant configuration for integration with SCADA center, Redundant FOC equipment + cabling Computer, System console / SCADA furniture, Engineering + Monitoring work stations PC, UPS, Printers, Printer server, Interposing Relays with base terminal, Air condition system & accessories for SCADA and Control room , CCTV System & Accessories for entire STP & TSPS area, 52" LCD Screen with accessories and Commercial Grade PC for CCTV system
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Testing and Commissioning of the Entire System Factory acceptance tests(FAT)
Site acceptance tests(SAT)
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Schedule-6 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
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Fixed Lump Sum Monthly O&M Fee “Ff”
72
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7th to 10th Year
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Fixed Lump Sum Monthly O&M Fee “Ff”
48
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11th to14th Year
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Fixed Lump Sum Monthly O&M Fee “Ff”
48
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15th to18th Year
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Fixed Lump Sum Monthly O&M Fee “Ff”
48
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Variable O&M Fee per cubic meter of water measured at customer tap “Fv”
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1st Year
4011350
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2nd Year
4091650
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3rd Year
4153700
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4th Year
4241300
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5th Year
4314300
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6th Year
4398250
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7th Year
4467600
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8th Year
4536950
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9th Year
4620900
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Variable O&M Fee per cubic meter of water measured at customer tap “Fv”
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10th Year
4697550
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11th Year
4766900
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12th Year
4847200
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13th Year
4894650
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14th Year
5029700
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15th Year
5128250
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16th Year
5215850
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17th Year
5321700
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18th Year
5409300
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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)
1255
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Operation, Maintenance and Management Services for Sewerage System
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O&M Fee for 18 year Operation Service Period for sewage collection system conforming to the relevant Service Levels and Pollution control board norms including all necessary tasks, activities and obligations as necessary for operations, maintenance and management of sewerage system and all related infrastructure comprising of sewers, house service connection chambers, management of sewage collection, conveyance, network management, connections management, all administrative tasks, management tasks and all services to be provided as a sewage management provider etc., as well as cost of management, wages, incentives, operations, maintenance, spares, administration, equipment, transport, operation of sewer cleaning equipment for cleaning of sewers, flushing of sewers using tankers including all necessary preventive and reactive maintenance of all civil, mechanical, electrical and instrumentation units, administration, transport, communications, CMMS (Computerized Maintenance Management System) , reporting, including cost of all wages, chemicals, Fuel , consumables, administration, transport, spares, insurance etc., complete.
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1st to 6th Year
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Fixed Lump Sum Monthly O&M Fee “Ff”
72
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7th to 10th Year
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Fixed Lump Sum Monthly O&M Fee “Ff”
48
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11th to14th Year
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Fixed Lump Sum Monthly O&M Fee “Ff”
48
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15th to18th Year
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Fixed Lump Sum Monthly O&M Fee “Ff”
48
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Variable O&M Fee per cubic meter of sewage treated at STP “Fv”
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1st Year
3102500
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2nd Year
3164550
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3rd Year
3226600
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4th Year
3285000
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5th Year
3347050
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6th Year
3409100
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7th Year
3467500
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8th Year
3529550
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9th Year
3591600
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Variable O&M Fee per cubic meter of sewage treated at STP “Fv”
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10th Year
3650000
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11th Year
3712050
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12th Year
3774100
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13th Year
3832500
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14th Year
3931050
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15th Year
4029600
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16th Year
4124500
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17th Year
4223050
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18th Year
4321600
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Variable O&M Fee for Septage management
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Collection of septage from house hold and conveyance to Co-treatment facility at STP and safe disposal into STP for further treatment conforming to the relevelent service levels including all necessary activities and obligation as necessary for suction of septage from septic tanks , house service connection chambers, management of septage collection, conveyance, disposal management, all administrative tasks and all services etc., as well as cost of management, wages, incentives, operations, maintenance, spares, administration, equipment, transport, operation of septage cleaning equipment for cleaning of septic tank by using Suction Machine including all necessary preventive and reactive maintenance of all civil, mechanical, electrical and instrumentation units, administration, transport, communications, management information systems, reporting, including cost of all wages, chemicals, Fuel , consumables, administration, transport, spares, insurance etc., complete.
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1st Year
3900
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2nd Year
3900
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3rd Year
3900
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4th Year
3900
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5th Year
3900
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6th Year
3900
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7th Year
3900
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8th Year
3900
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9th Year
3900
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Collection of septage from house hold and conveyance to Co-treatment facility at STP and safe disposal into STP for further treatment conforming to the relevelent service levels including all necessary activities and obligation as necessary for suction of septage from septic tanks , house service connection chambers, management of septage collection, conveyance, disposal management, all administrative tasks and all services etc., as well as cost of management, wages, incentives, operations, maintenance, spares, administration, equipment, transport, operation of septage cleaning equipment for cleaning of septic tank by using Suction Machine including all necessary preventive and reactive maintenance of all civil, mechanical, electrical and instrumentation units, administration, transport, communications, management information systems, reporting, including cost of all wages, chemicals, Fuel , consumables, administration, transport, spares, insurance etc., complete.
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10th Year
3900
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11th Year
3900
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12th Year
3900
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13th Year
3900
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14th Year
3900
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15th Year
3900
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16th Year
3900
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17th Year
3900
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18th Year
3900
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Providing ,laying & jointing of sewer house service connection to individual housess from chamber inside the property to either road side chamber or street manhole .Works includes supply and delivery of Foam core PVC Pipe with ISI mark intended for underground (buried)_ non pressure gravity sewer applications conforming to IS:16098 (Part 1) with latest amendments for different sizes and stiffness classes as per specifications including identification of location of existing chamber / sleeve.The pipes shall be fitted with rubber ring.The rubber ring shall be trouble-free watertight joint with allowance to thermal expansion / contraction. Including excavation (in water mud or under foul condition, dismantling of all type of roads like BT, CC, Stone, Paver blocks (all thickness and sizes), and floors likes kota stone, tile, manhole etc. Or any other type of floooring as per site condition, dewatering, refilling, compaction and disposal of surplus earth / unserviceable materials with all lead and lift at suitable disposal site as directed by Employers Representative. Making conncetion of drain or sewer line with existing manhole including breaking into and making good the walls, floors, with cement concrete. The specials like bends, tees, couplers,etc.) shall be provided as per site condition .All transportation,loading and unloading ,conveying to site,lowering ,laying and jointing of pipes, 75 mm thick sand/concrete bedding all around the pipe( 75 mm thk PCC is to be provided if cover above pipe is less than equal to 0.9 mtr and sand bedding is to be provided if cover above pipe is more than 0.9 mtr), construction of chambers inside and outside property , road and floor restoration as per drawing and specifications shall be inclusive complete the work in all respect and as per specification and as directed by the Employers Representative . The Stifness class shall be ,SDR 34,SN-8
605
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Schedule -7 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
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Year 7 replacements
1
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Year 8 replacements
1
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Year 9 replacements
1
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Year 10 replacements
1
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Year 11 replacements
1
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Year 12 replacements
1
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Year 13 replacements
1
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Year 14 replacements
1
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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 15 replacements
1
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Year 16 replacements
1
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Year 17 replacements
1
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Evaluation Notes How It Works ?
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