Karnataka Urban Water Supply And Drainage Board Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
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Description
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Contact
Tender Id
KUWSDB/2021-22/WS/WORK_INDENT2993Bid Award Id
ViewTender No
KUWSDB/2021-22/WS/WORK_INDENT2993Tender Authority
Karnataka Urban Water Supply And Drainage Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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BOQ Items
Providing Blanket below embankment using selected impervious soil from approved borrow area in layers of 250 to 300 mm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layers of specified thickness, breaking clods, sectioning, watering compacting to density control of not less than 95 using power roller etc. complete with all lead & lift as directed by Engineer-in-Charge. with Borrow area outside the tank bed (No excavation is permitted in the Impounding Reservoir Area). With Two years Maintenance period.
8906.18
-
3881491.37
Providing cut-off trench filling using selected impervious soil from approved borrow areas layers of 250 to 300 mm before compaction including cost of all materials, machinery, labour, all other operations such as excavation, sorting out, transportation , spreading in layers of specified thickness, breaking clods, sectioning, watering compacting to density control of not less than 95 percent using power roller etc. complete with all lead & lift as directed by Engineer-in-Charge. With Two years Maintenance period.
7905.7
-
3445462.17
Providing casing embankment using semi-pervious soil from approved borrow areas in layers of 250 to 300 mm before compaction including cost of all materials, machinery, labour, all other operations such as excavation, sorting out, transportation, spreading soil to specified thickness, breaking clods, sectioning, watering compacting to density control of not less than 95 percent using power roller etc. complete with all lead & lift as directed by Engineer-in-Charge. Borrow area outside the tank bed (No excavation is permitted in the Impounding Reservoir Area). With Two years Maintenance period.
51818.54
-
15114431.75
Providing and constructing 550mm thick hand packed rough stone revetment consisting of 300mm thick rough stones with 400 to 450mm long through stones at 1.5 m c/c over filter backing of 100mm thick sand and 150mm thick 40mm down graded coarse aggregate layers including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., complete with all lead & lift as directed by Engineer-in-Charge. With Two years Maintenance period. Note:Pitching @ both side
25922.32
-
27686852.32
Providing and laying in situ vibrated M-20 grade(28 days cube comprehensive strength not less than 20N /sqmm)grade cement concrete using 20 mm down size approved, clean, hard graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, leveling, vibrating, finishing, curing etc complete for RCC works of spillway bridge, block out concreting and such other similar structures with congested reinforcement areas with all lead & lift as directed by Engineer-in-Charge.(Cement Content :330Kg / Cum with use of superplasticiser) For templates. With Two years Maintenance period. Note:template@ both side
1137.46
-
10736223.32
Providing and constructing granite / trap/ basalt/ size stone masonary in basement with cement mortar 1:6, edges of stones chistle dressed in course not less than 15 cms high, bond stones at 2m. apart each course including cost of materails, labour, scaffolding, curing complete as per specifications. KBS 5.1.13 with all lead & lift as directed by Engineer-in-Charge For Template wall
1137.46
-
6664378.14
-do- For Toe wall
2100
-
12303900
Supplying and fabricating TMT steel bars of all sizes for reinforcements of RCC works including conveying steel to work spot including cleaning, straightening, bending, fabricating, placing in position and tying as per design including cost of binding wire, hoisting etc. complete as per specifications with all lead and lift as directed by the Engineer-in-Charge. - Do- Below GL
34.12
-
2171226.2
Providing and fixing 1000.0 micron thick LDPE sheet for bed and sides of embankment including cost of materials,labour,laying,jointing etc complete with all lead & lift as directed by Engineer-in-Charge.
25922.32
-
6791647.84
Construction of intake structures Earth work in excavation for foundations of structures by Mechanical means as per drawing and technical specification,including setting out,construction of shoring, strutting, barricading, danger lighting, bracing,removal of stumps and other deleterious matter,dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc complete with all lead & lift as directed by Engineer-in-Charge -do- Ordinary / all soil / hard soil 0-3 mtr depth
925.36
-
100632.9
-do- Ordinary rock comprising of lime stone,sand stone,hard laterite,fissured rock,conglonerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. dia in any direction of more than 300mm: found lying loose on the surface or embedded in river bed,soil,talus,slope wash and terrace material of dissimilar origin with all lead & lift as directed by the Engineer in Charge. 0-3 mtr depth
108.87
-
15786.15
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant with all lead & lift as directed by Engineer-in-Charge. 0-3 mtr depth
54.43
-
46061.39
-do- Ordinary / all soil / hard soil with all lead & lift as directed by the Engineer in Charge. 3-6 mtr depth
407.86
-
50472.68
-do- Ordinary rock comprising of lime stone,sand stone,hard laterite,fissured rock,conglonerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. dia in any direction of more than 300mm: found lying loose on the surface or embedded in river bed,soil,talus,slope wash and terrace material of dissimilar origin with all lead & lift as directed by the Engineer in Charge. 3-6 mtr depth
116.53
-
19373.11
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant with all lead & lift as directed by the Engineer in Charge. 3-6 mtr depth
58.27
-
56667.58
-do- Ordinary / all soil / hard soil with all lead & lift as directed by the Engineer in Charge. 6-9mtr depth
17.44
-
2485.2
-do- Ordinary rock comprising of lime stone,sand stone,hard laterite,fissured rock,conglonerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. dia in any direction of more than 300mm: found lying loose on the surface or embedded in river bed,soil,talus,slope wash and terrace material of dissimilar origin with all lead & lift as directed by the Engineer in Charge. 6-9 mtr depth
69.75
-
13339.69
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant with all lead & lift as directed by the Engineer in Charge. 6-9 mtr depth
87.19
-
97434.82
Extra charges for excavation in all classifications in watery situation or foul conditions towards dewatering with an overnight recuperation upto one meter depth and there of as below with all lead & lift as directed by the Engineer in Charge. - do- 0 to 2 Mtrs depth
725.78
-
84371.92
- do- 2 to 4 Mtrs depth
557.11
-
92619.54
- do- 4 to 6 Mtrs depth
388.44
-
84971.25
- do- 6 to 8 Mtrs depth
116.25
-
32404.69
- do- beyond 8 Mtrs depth
58.13
-
20272.84
Providing and laying C.C.1:1.5:3 proportion for foundation (Screed layer) with 20 mm and down size of approved gradation hard broken granite, trap, basalt or with any other approved hard aggregate including cost and conveyance of all materials including plywood / steel form work, machine mixing, laying, tamping, curing etc., complete with dewatering with all lead and lifts as directed by Engineer in charge with dewatering
9.45
-
64604.83
Providing and laying vibrated M30 design mix for R.C.C. Works with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate, including, cost and conveyance of all materials, including plywood/steel form work, centering, scaffolding, cement mortar, plastering in CM 1:3 proportion, 20mm. thick for inside with admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing, making construction joints wherever necessary and giving satisfactory water proof testing etc., complete (excluding cost of reinforcement) for floor slab, resting on ground. contractor will make his own arrangements for procuring water for testing) (minimum Cement @ 400 Kgs) complete with dewatering with all lead and lifts as directed by Engineer in charge. with dewatering
58.85
-
544480.79
Providing and laying vibrated M30 Design mix using 20mm and down size of approved gradation hard granite, trap or basalt broken metal including weigh batch plant mixing, shoring, strutting, plywood/steel form work, curing etc., complete with all lead and lifts as directed by Engineer in charge (Minimum cement @400Kgs) with dewatering - do- for RCC steining below ground level
143.61
-
1814206.46
Providing and laying vibrated M30 design mix for RCC work using 20mm and down size metal of approved gradation hard broken granite ,trap, basalt or with any other approved hard broken granite , including weigh batch plant mixing cost and conveyance of all materials with all lead and lift for RCC works in 15 Cms, thick layers well compacted curing, with necessary plywood / steel form work, centering etc., plastering and smooth finishing to the exposed faces in CM1:4 proportion. 12mm thick etc., complete for main and secondary beams below & above floor level(Cement @ 400 Kgs) with all lead and lift as directed by the Engineer in Charge.
3.89
-
28437.46
Providing and laying vibrated M30 design mix for RCC work with 20 mm and down size of approved gradation hard broken granite, basalt, trap or any other approved hard aggregate including cost and conveyance of all materials with all lead and lift for RCC works including weigh batch plant mixing, centreing plywood / steel form work, scaffolding tamping, curing, cement mortar plastering in C.M. 1:3 proportion 12 mm. thick for inside surface etc., (excluding cost of reinforcement) for R.C.C. covering slab (Flat slab) (Minimum Cement @ 400 Kgs) complete as per specifications with all lead and lift as directed by the Engineer in Charge.
5.85
-
75174.84
Supplying and fabricating TMT steel bars of all sizes for reinforcements of RCC works including conveying steel to work spot including cleaning, straightening, bending, fabricating, placing in position and tying as per design including cost of binding wire, hoisting etc. complete as per specifications with all lead and lift as directed by the Engineer-in-Charge. - Do- Below GL
5.89
-
323190.66
-Do- aboveGL
15.33
-
829582.95
Supply, fabrication,painting of anticorrosive paint of MS sluice gate conforming to relavant ISS with latest amendments with head regulator arrangements with all lead and lift as directed by the Engineer-in-Charge.
1998.84
-
96903.76
Providing & Laying of 1000mm dia R.C.C connecting pipeline from canal to proposed jackwell Earthwork in excavation for pipeline trenches beyond 600mm trench width as per drawing and technical specifications, including setting out, construction of shoring,strutting, barricading, danger lighting, bracing using sight rails and boning rods at every 100 mtrs wherever necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required ,utilising the available excavated earth locally for the work etc., complete with all lead and lift as directed by the Engineer-in-Charge. -do- Ordinary / all soil / hard soil 0-3 mtr depth
2562.75
-
345971.25
-do- Ordinary rock comprising of lime stone,sand stone,hard laterite,fissured rock,conglonerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. dia in any direction of more than 300mm: found lying loose on the surface or embedded in river bed,soil,talus,slope wash and terrace material of dissimilar origin with all lead & lift as directed by the Engineer in Charge. 0-3 mtr depth
301.5
-
54270
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant with all lead & lift as directed by Engineer-in-Charge 0-3 mtr depth
1507.5
-
1594181.25
-do- Ordinary / all soil / hard soil with all lead & lift as directed by the Engineer in Charge. 3-6 mtr depth
832.5
-
123626.25
-do- Ordinary rock comprising of lime stone,sand stone,hard laterite,fissured rock,conglonerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. dia in any direction of more than 300mm: found lying loose on the surface or embedded in river bed,soil,talus,slope wash and terrace material of dissimilar origin with all lead & lift as directed by the Engineer in Charge.with dewatering 3-6 mtr depth
499.5
-
98901
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant with all lead & lift as directed by the Engineer in Charge. 3-6 mtr depth
166.5
-
193681.12
-do- Ordinary / all soil / hard soil with all lead & lift as directed by the Engineer in Charge. 6-9 mtr depth
30.23
-
4938.07
-do- Ordinary rock comprising of lime stone,sand stone,hard laterite,fissured rock,conglonerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. dia in any direction of more than 300mm: found lying loose on the surface or embedded in river bed,soil,talus,slope wash and terrace material of dissimilar origin with all lead & lift as directed by the Engineer in Charge. 6-9 mtr depth
120.9
-
26332.02
-Do- Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant with all lead & lift as directed by the Engineer in Charge. 6-9 mtr depth
151.13
-
193382.93
Providing and laying C.C.1:1.5:3 proportion for foundation (Screed layer) with 20 mm and down size of approved gradation hard broken granite, trap, basalt or with any other approved hard aggregate including cost and conveyance of all materials including plywood / steel form work, machine mixing, laying, tamping, curing etc., complete with dewatering. with all lead and lift as directed by Engineer in charge with dewatering
40.5
-
241640.42
Providing and laying CC 1:2:4 proportion (excluding cost of reinforcement) with 20mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard aggregate including cost and conveyance of all materials and placing the same above or below ground level including plywood/ steel form work, machine mixing, laying, tamping, curing, etc., complete including smooth finishing the exposed faces with CM 1:4 proportion 12mm thick wherever necessary, etc., complete with dewatering for Anchor Blocks & Thrust Blocks with all lead and lift as directed by the Engineer in Charge.
34.33
-
246009.12
Supplying S&S RCC spun pipes NP-3 class conforming to IS 458:1988 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials (including cost of specials) including perfect linking of joints with jack to correct position including cost of jointing materials ie., rubber rings confirming to IS for S&S RCC pipes and giving necessary hydraulic test to the required pressure as per ISS and testing & commissioning (contractor will make his own arrangements for procuring water for testing) , dewatering etc complete with all lead & lift as directed by Engineer-in-Charge --- Do---- 1000mm dia RCC NP-3
75
-
615525
Supplying and fabricating TMT steel bars of all sizes for reinforcements of RCC works including conveying steel to work spot including cleaning, straightening, bending, fabricating, placing in position and tying as per design including cost of binding wire, hoisting etc. complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
1.72
-
93077.8
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thickness with Vibro Rollers including disposing off the surplus earth complete as per specifications with all lead and lift as directed by the Engineer in Charge.
5188.88
-
534454.64
Extra charges for excavation in all classifications in watery situation or foul conditions may be paid as under towards dewatering with an overnight recuperation upto one meter depth and there of as below with all lead & lift as directed by the Engineer in Charge. - do- 0 to 2 Mtrs depth
2914.5
-
338810.62
- do- 2 to 4 Mtrs depth
1956.75
-
325309.69
- do- 4 to 6 Mtrs depth
999
-
218531.25
- do- 6 to 8 Mtrs depth
201.5
-
56168.12
- do- 8 mtrs and beyond
100.75
-
35136.56
Construction of RCC Jackwell cum pump house of 10m dia near canal intake structure Earth work excavation for foundation of structures by Mechanical means as per drawing and technical specification,including setting out,construction of shoring, strutting, barricading, danger lighting, bracing,removal of stumps and other deleterious matter,dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc complete with all lead & lift as directed by Engineer-in-Charge - Ordinary / all soil / hard soil 0-3 mtr depth
2304.49
-
290711.41
-do- Ordinary rock comprising of lime stone,sand stone,hard laterite,fissured rock,conglonerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. Dia in any direction of more than 300mm: found lying loose on the surface or embedded in river bed,soil,talus,slope wash and terrace material of dissimilar origin with all lead & lift as directed by the Engineer in Charge. 0-3 mtr depth
271.12
-
45602.38
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant with all lead & lift as directed by Engineer-in-Charge 0 - 3 mtr depth
135.56
-
133072.47
Earth work excavation for foundation of structures by Mechanical means as per drawing and technical specification,including setting out,construction of shoring, strutting, barricading, danger lighting, bracing,removal of stumps and other deleterious matter,dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc complete with all lead & lift as directed by Engineer-in-Charge - Ordinary / all soil / hard soil 3-6 mtr depth
963.46
-
138304.68
-do- Ordinary rock comprising of lime stone,sand stone,hard laterite,fissured rock,conglonerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. Dia in any direction of more than 300mm: found lying loose on the surface or embedded in river bed,soil,talus,slope wash and terrace material of dissimilar origin with all lead & lift as directed by the by the Engineer in Charge. 3-6 mtr depth
578.08
-
111482.73
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant with all lead & lift as directed by Engineer-in-Charge 3-6 mtr depth
385.39
-
434758.46
Earth work excavation for foundation of structures by Mechanical means as per drawing and technical specification,including setting out,construction of shoring, strutting, barricading, danger lighting, bracing,removal of stumps and other deleterious matter,dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc complete with all lead & lift as directed by Engineer-in-Charge - Ordinary / all soil / hard soil 6-9 mtr depth
56.76
-
9382.43
-do- Ordinary rock comprising of lime stone,sand stone,hard laterite,fissured rock,conglonerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. Dia in any direction of more than 300mm: found lying loose on the surface or embedded in river bed,soil,talus,slope wash and terrace material of dissimilar origin with all lead & lift as directed by the by the Engineer in Charge. 6-9 mtr depth
283.79
-
62958.81
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant with all lead & lift as directed by Engineer-in-Charge. 6-9 mtr depth
794.6
-
1030039.98
Earth work excavation for foundation of structures by Mechanical means as per drawing and technical specification,including setting out,construction of shoring, strutting, barricading, danger lighting, bracing,removal of stumps and other deleterious matter,dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc complete with all lead & lift as directed by Engineer-in-Charge - Ordinary / all soil / hard soil 9-12 mtr depth
24.79
-
4708.86
-do- Ordinary rock comprising of lime stone,sand stone,hard laterite,fissured rock,conglonerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. Dia in any direction of more than 300mm: found lying loose on the surface or embedded in river bed,soil,talus,slope wash and terrace material of dissimilar origin with all lead & lift as directed by the by the Engineer in Charge. 9-12 mtr depth
24.79
-
6290.46
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant with all lead & lift as directed by Engineer-in-Charge. 9-12 mtr depth
446.14
-
664369.38
Extra charges for excavation in all classifications in watery situation or foul conditions may be paid as under towards dewatering with an overnight recuperation upto one meter depth and there of as below with all lead & lift as directed by the Engineer in Charge. - do- 0 to 2 Mtrs depth
1946.53
-
181027.29
- do- 2 to 4 Mtrs depth
1529.27
-
203392.91
- do- 4 to 6 Mtrs depth
1162.29
-
203400.75
- do- 6 to 8 Mtrs depth
845.58
-
188564.34
-do- 8mtr and beyond depth
785.28
-
219093.12
Providing and laying C.C.1:1.5:3 proportion for foundation (Screed layer) with 20 mm and down size of approved gradation hard broken granite, trap, basalt or with any other approved hard aggregate including cost and conveyance of all materials including plywood / steel form work, machine mixing, laying, tamping, curing etc., complete with dewatering. with all lead and all lifts as directed by the Engineer in charge
27.36
-
187046.37
Providing and laying vibrated M30 design mix for R.C.C. Works with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate, including, cost and conveyance of all materials, including plywood/steel form work, centering, scaffolding, cement mortar, plastering in CM 1:3 proportion, 20mm. thick for inside with admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing, making construction joints wherever necessary and giving satisfactory water proof testing etc., complete (excluding cost of reinforcement) for floor slab, resting on ground. ( contractor will make his own arrangements for procuring water for testing) (minimum Cement @ 400 Kgs) complete with dewatering with all lead and lift as directed by Engineer in charge.
85.16
-
787901.17
Providing and laying Vibrated M30 design mix using 20mm and down size of approved gradation hard granite, trap or basalt broken metal including weigh batch plant mixing, shoring, strutting, plywood/steel formwork, curing etc., complete with all materials, for well curb or RCC cutting edge (Minimum Cement @ 400 Kgs) complete with all lead and lift as directed by the Engineer incharge. -do- for RCC Steining below Ground level
169.33
-
2139123.88
-do- above ground level from 0 to 3.5 Mtr
37.56
-
380047.1
-do- above ground level from 3.5 t0 7 Mtr
35.18
-
359201.87
-do- above ground level from 7 to 10.5 Mtr
11.09
-
114253.62
Providing and laying vibrated M30 design mix for RCC work with 20mm and down size of approved gradation hard broken granite, basalt, trap or any other approved hard aggregate including cost and conveyance of all materials including weigh batch plant mixing, centreing plywood / steel form work, scaffolding tamping, curing, cement mortar plastering in C.M. 1:3 proportion 12mm thick for inside surface etc., complete. (excluding cost of reinforcement) for RCC Dome with plastering outside and inside with C.M1:3 proportion 12mm thick ( minimum cement @ 400 Kgs) complete as per specifications with all lead and lift as directed by the Engineer in Charge.
7.07
-
195954.95
Providing and laying vibrated M30 design mix for RCC work with 20 mm and down size of approved gradation hard broken granite, basalt, trap or any other approved hard aggregate including cost and conveyance of all materials including weigh batch plant mixing, centreing plywood / steel form work, scaffolding tamping, curing, cement mortar plastering in C.M. 1:3 proportion 12 mm. thick for inside surface etc., complete (excluding cost of reinforcement) for R.C.C. covering slab (Flat slab) (minimum Cement @ 400 Kgs) complete as per specifications with all lead and lift as directed by the Engineer in Charge.
19.22
-
246984.69
Providing and fixing pull and push type rolling shutters of approved make out of 18 gauge x 7.50cms wide cold rolled steel lathes of convex corrugations, with side guides and bottom rails with interlocking arrangements for steel lathes by means of alternate clips, suspension shaft with high tension coil type springs, two numbers, mounted on specially designed pipe shaft, with bracket plates, guide channels, ball bearing arrangements, for inside and outside locking with push and pull operations complete including pulling hooks, 4 Nos. handles with all fittings and accessories, painted with two coat of red lead paint (Without top cover) cost of materials, labour HOM of machinery complete as per specification with all lead and lift as directed by the Engineer-in-Charge.
7.5
-
19552.5
Providing and fixing top covers made out of 20 gauge M.S sheet over pull & push rolling shutters bent to shape including cost of red lead primer coat of painting, materials, labour, HOM of machinery complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
3.5
-
1687
Providing and fixing in position aluminium windows and ventilators as per approved drawings with sliding shutters uising double track window frame of size 61.85x31.75mm with 1.2mm thick, bottom section weight 0.695kg/m; sides and top sections 1.3mm, thick weight 0.659kg/m and shutter comprising top and bottom section of size 40mmx18mm, 1.25mm thick weight 0.417kg/m.shutter outer side 40mmx18mm.1.25mm thick weight 0.417 kg/m, shutter interlock section 40mmx26.7mm wall thickness 1.1mm. thick, weight 0.469 kg/m, the shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles tower bolts etc., providing and fixing 5.5mm, thick plain glass for shutters fitted with rubber beading all aluminium sections including cutting to required length, joints mitred subdividing the frame tenonned and rivetted, in the assembled frame, stiffened with end clips for corners, angles etc., and fixed to the walls, lintles, floor beams/ cills as the case may be, with necessary steel screws, raul plugs or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar, aluminium sections pretreated for removal of any specifications using aluminium section anodized to 12-15 microns with all lead and lift as directed by the Engineer-in-Charge.
7.2
-
30715.2
Providing and fixing in position in cement concrete 1:3:6 steel glazed windows and ventilators side hung/top hung 2/3 openable 1/3 fixed as per approved drawings using z angles of 25x33x3mm, weighing 1.419kg/m both for outer and inner frames and central mullion section of size 25x46x3mm, weighing 2.28kg/m duly providing T-section 19x19x3mm weighing 0.839kg/m for glazing of windows, not more than 34cms c to c including providing and fixing 4mm thick reeded glass with teakwood beading of required size, all steel sections should confirm to I.S 7452:1990, 4nos. of holdfasts of approved size, section should be cut to length, welded and grinded electrically sub dividing frames of unit shall be tenonned and riveted into the frames electrically. All the steel surface shall be thoroughly cleaned free of rust and painted with one coat of anti-corrosive paint and finishing with two coats of ready mix paint of approved colour and make including cost of materials, fixtures, labour and HOM of machinery complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
0.9
-
3005.1
Supplying & fixing 40 mm dia G.I. medium duty pipes hand railing 3 rows fixed to 1:2:4 vibrated R.C.C. post of size 100 x 150 mm at top and 150 x 150 mm at bottom placed at 2 Mtr. intervals for a height of 750 mm including curing, painting G.I. pipes with two coats of anticorrosive steel paint over a primer coat etc., complete with all lead and lift as directed by the Engineer in Charge. (Rate per Mtr is for 3 rows of G.I pipes)
37.09
-
33788.99
Providing and fixing MS Ladder between landings 45 Cms wide using angle iron of following size and 20mm MS bars at 25 Cms centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia GI pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with CC 1:2:4 and two coats of non poisonous anticorrosive bituminous paint etc., complete with all lead and lift as directed by the Engineer in charge. Note: Only exposed ladder portion above GL to be paid for. a) 65x65x8mm angle iron
20
-
36420
Supplying and fabricating TMT steel bars of all sizes for reinforcements of RCC works including conveying steel to work spot including cleaning, straightening, bending, fabricating, placing in position and tying as per design including cost of binding wire, hoisting etc. complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
39
-
2109705
Providing and applying two coats with Oil bound washable distemper of approved shade on wall surface including priming coat with distemper primer after thoroughly brooming the surface free from mortor drops and other foreign matter including preparing the surface even and sand paper smooth,cost of materials, labour,complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
225.47
-
24801.7
Providing and finishing external walls in two coats with waterproof cement paint of approved shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from morter drops and other foreign matter cost of materials, labour, complete as per specifications with primer with all lead and lift as directed by the Engineer-in-Charge. with primer
368.21
-
37557.42
Supplying and fixing lightening arrestor of aluminum strip 25 mm x 3 mm size including finial and grounding, aluminum strip is to be embedded in one of the columns in an independent GI conduit of 40 mm dia pipe suitably jointed by collars with all specials etc., complete with all lead and lifts as directed by engineer in charge.
1
-
19055
Filling alround the well behind steining with available excavated rubble or earth (obtained from the well excavation) including providing and laying necessary graded filter media (6mm to 40 mm. size alround the weep holes) as directed and hand packing wherever necessary without causing damage to well steining etc., complete. with all lead and lifts as directed by engineer in charge.
5242.37
-
539964.11
Providing , fabricating & fixing ' I ' Section girder angle section of ISMB as per the drawings & directions including all leads & lifts, placing in position, jointing, welding wherever necessary. All the steel surfaces shall be thorougly cleaned & painted with two coats of ready mixed red lead non corrosive primer & finished with two coats of approved paints etc., complete.The girders and angles should be procured only after getting the approvals to the designs from the competent authority with all lead and lift complete as directed by the engineer in charge.
17.79
-
1462996.23
Providing & Fixing M.S Chequred plate of 7 mm thick as per IS for floor of jackwell and making inspection covers 4 - 6 No.s including cost of all materials required to cutting, grinding,reveiting,bolts nad nuts Hinges and locking arrangements including painting and all labour charges with all lead & lift etc., complete as directed by the engineer in charge.
5.67
-
466283.79
Providing , fabricating ,welding including levelling making holes etc., complete. for sections.[The beam will be supported on Corbel including painting two coats by anti corrosive of approved colour] Supply of 'ISMB 450' / suitable size circular Beam Suitable to carry Gantry to take up the design load [The beam will be supported on Circular alround Corbel including painting two coats by anti corrosive of approved colour], Supply of channels. Supply of Stiffner Plate 8 mm thick to be Welded On Both Flanges to Girder and Channels, Jointing of Ends, End Carriage Base Plate, End Carriage end plate, Ring Girder Jointing and For Fixing in the Concrete and Plate Welded with all lead & lift etc., complete as directed by the engineer in charge.
5.56
-
457237.72
Supply of C.I. Wheels with ball bearings, gears, pinions, universal joints (double set), the long shaft and with gear mechanism for operation, cross trolley for required capacity with accessories including two coats of anticorrosive paint over one coat of primer complete with all lead and lift as directed by Engineer in charge.
1
-
100000
Supply and fixing of 5MT suitable capacity spur geared Indef Make Chain pulley block with lifting chain as required with necessary frame work / fabrication, welding / jointing as required complete with all lead and lift as directed by Engineer in charge.
1
-
1075000
Transportation, erection, commissioning of complete unit including two coats of anticorrosive paint over one coat of primer complete with all lead and lift as directed by Engineer in charge.
1
-
25000
Providing and fixing operating mechanism to operate butter fly valve fixed to the connecting main end from the floor of the pump house with suitable necessary operating rods, head stock, hand wheel with dewatering etc complete with all lead and lift as directed by the Engineer-in-Charge.
2
-
20000
Diversion of water course by providing coffer dams or ring bunds or islands as may be necessary for intake well, connecting pipe line, Jackwell etc. for foundation bailing out by pumping water during excavation and until completion of foundation and dismantling of coffer dam or ring bund or Island after completion of work etc., complete with all lead & lift as directed by the Engineer in Charge. -do- 0-2 mtr height
3000
-
1665000
-do- 2 to 4 Mtr. height
2040
-
2246040
-do- 4 to 6 Mtr. Height
1080
-
1783080
Construction of RCC foot bridge to Housing chamber -46mtr Earth work in excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and eletrical conduits etc., either in pits or in trenches 1.5m and above in width, in hard soil not exceeding 1.5m in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation including breaking of clods complete with all lead & lift as directed by the Engineer in Charge - In Ordinary soil
63.82
-
19082.18
- Do- in Hard Soil-
106.37
-
47760.13
Excavation by manual means for foundation of buildings, water supply and sanitary lines and eletrical conduits etc., either in pits or in trenches 1.5m and above in width, in soft rock / ordinary rock without blasting not exceeding 1.5m in depth including stacking the excavated stuff clear from edges of excavation including cost of explosives, labour,HOM complete with all lead & lift as directed by the Engineer in Charge
42.55
-
60463.55
Providing and laying in position plain cement concrete of mix 1:3:6 with OPC at 220 Kgs, with 40mm and down size graded granite metal course agreegates @0.892 cum and fine agreegates @0.465 cum machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete with dewatering with all lead and lift as directed by Engineer incharge.
14.18
-
75222.06
Providing and laying in position reinforced cement concrete of design mix M25 with OPC @340 Kgs with 20mm and down size graded granite metal course aggregates @0.70 cum and fine aggregates @0.47 cum with super plasticiser@ 3litres conforming to IS 9103-1999reaffirmed 2008 at machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour HOM of machinery, curing, complete excluding cost of reinforcement as per specification with all lead and lift as directed by the Engineer in charge.
40.54
-
244034.58
Providing and laying in position reinforced cement concrete of design mix M25 with OPC @340 Kgs 20mm and down size graded granite metal course aggregates @0.70 cum and fine aggregates @0.47 cum with super plasticiser@ 3litres conforming to IS 9103-1999 reaffirmed 2008 machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in ground floor level for roof slabs,staircase,lintels and beams retaining walls,return walls,walls (any thickness) including attached pilasters, columns. lintels, pillars, posts, struts,buttresses,string or lacing courses,parapets,coping,bed blocks,anchor blocks,plain window cills,fillets etc., including cost of all materials, labour HOM of machinery, curing, complete excluding cost of reinforcement as per specification with all lead and lift as directed by Engineer in charge.
33.07
-
206773.48
Providing and removing centering, shuttering, strutting, propping, etc., and removal of formwork for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specifications with all lead and lift as directed by Engineer in charge.
327.08
-
86022.04
Providing and laying in position reinforced cement concrete of design mix M20 with OPC @320 Kgs 20mm and down size graded granite metal course aggregates @0.69 cum and fine aggregates @0.46 cum with super plasticiser@ 3litres conforming to IS 9103-1999 reaffirmed 2008 machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in ground level for roof slabs,staircase,lintels and beams retaining walls,return walls,walls (any thickness) including attached pilasters, columns, lintels, pillars,posts, struts, buttresses,string or lacing courses,parapets,coping,bed blocks,anchor blocks,plain window cills,fillets etc., including cost of all materials, labour HOM of machinery, curing, complete but excluding cost of reinforcement as per specification with all lead and lift as directed by the Engineer in charge.
156.17
-
951044.07
Providing and removing, centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended roofs, landings, balconies and likes, thickness above 200mm including cost of all materials, labour, complete as per specifications with all lead and lift as directed by Engineer in charge.
919.28
-
412756.72
Supplying and fabricating TMT steel bars of all sizes for reinforcements of RCC works including conveying steel to work spot including cleaning, straightening, bending, fabricating, placing in position and tying as per design including cost of binding wire, hoisting etc. complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
23
-
1244645
Supplying & fixing 40 mm dia G.I. medium duty pipes hand railing 3 rows fixed to 1:2:4 vibrated R.C.C. post of size 100 x 150 mm at top and 150 x 150 mm at bottom placed at 2 Mtr. intervals for a height of 750 mm including curing, painting G.I. pipes with two coats of anticorrosive steel paint over a primer coat etc., complete with all lead and lift as directed by the Engineer in Charge.(Rate per Mtr. is for 3 rows of GI pipes)
92
-
83812
Providing and fixing 25 mm Diameter 3 m Long cold twisted deformed steel dowel bars with one end driven into 38mm dia 1.50m deep hole drilled in bed rock and other end provided with L-bend for embedding in concrete / masonry of over flow / non-over flow blocks and orher appurtenant works including cost of drilling and cleaning hole,filling hole with thick cement slurry,driving anchor rod,cost of all materials,labour,machinery etc., complete with all lead and lift as directed by the Engineer in Charge.
100
-
86800
Providing and fixing in position 100mm dia 1 m long GI pipe confirming to IS1239:1990 for drainage spouts with MS grating 260mm x 260mm size as per drawing including cost of materials, labour, HOM machineries complete as per specifications with all lead and lift as directed by the Engineer in Charge
160
-
155840
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thickness with vibro rollers including disposing off the surplus earth complete as per specifications with all lead and lift as directed by the Engineer in Charge.
158.02
-
16276.06
Providing and fixing 250 mm wide, 20 mm thick compressible fibre board in expansion joint complete as per drawing & technical specification including cost of materials, labour, HOM complete as per specifications The installation shall be done by the manufacturer or his authorised represesntative to satisfaction of the engineer.The anchoring bars of the expansion joint assembly shall be welded to the main reinforcement of the deck etc complete as per specification with all lead and lift as directed by the Engineer in Charge.
65
-
7735
Construction of RCC 6X6 mtr Housing Chamber Earth work excavation for foundation of structures by Mechanical means as per drawing and technical specification,including setting out,construction of shoring, strutting, barricading, danger lighting, bracing,removal of stumps and other deleterious matter,dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc complete with dewatering with all lead and lift as directed by the Engineer in Charge. - Ordinary / all soil / hard soil 0-3 mtr depth
604.76
-
68398.36
-do- Ordinary rock comprising of lime stone,sand stone,hard laterite,fissured rock,conglonerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. Dia in any direction of more than 300mm: found lying loose on the surface or embedded in river bed,soil,talus,slope wash and terrace material of dissimilar origin with all lead & lift as directed by the Engineer in Charge. with dewatering 0-3 mtr depth
71.15
-
10729.42
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant with all lead & lift as directed by the Engineer in Charge. with dewatering 0 - 3 mtr depth
35.57
-
31305.16
Earth work excavation for foundation of structures by Mechanical means as per drawing and technical specification,including setting out,construction of shoring, strutting, barricading, danger lighting, bracing,removal of stumps and other deleterious matter,dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc complete with all lead & lift as directed by the Engineer in Charge. with dewatering - Ordinary / all soil / hard soil 3-6 mtr depth
40.32
-
5189.18
-do- Ordinary rock comprising of lime stone,sand stone,hard laterite,fissured rock,conglonerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. Dia in any direction of more than 300mm: found lying loose on the surface or embedded in river bed,soil,talus,slope wash and terrace material of dissimilar origin with all lead & lift as directed by the Engineer in Charge.with dewatering 3-6 mtr depth
11.52
-
1991.81
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant with all lead & lift as directed by the Engineer in Charge.with dewatering 3-6 mtr depth
2.78
-
2703.55
Providing and laying C.C.1:1.5:3 proportion for foundation (Screed layer) with 20 mm and down size of approved gradation hard broken granite, trap, basalt or with any other approved hard aggregate including cost and conveyance of all materials including plywood / steel form work, machine mixing, laying, tamping, curing etc., complete with dewatering. with all lead and lift as directed by Engineer in charge with dewatering
18.15
-
124082.29
Providing and laying vibrated M30 design mix for R.C.C. Works with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate, including, cost and conveyance of all materials, including plywood/steel form work, centering, scaffolding, cement mortar, plastering in CM 1:3 proportion, 20mm. thick for inside with admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing, making construction joints wherever necessary and giving satisfactory water proof testing etc., complete (excluding cost of reinforcement) for floor slab, resting on ground. (contractor will make his own arrangements for procuring water for testing) (minimum Cement @ 400 Kgs) complete with dewatering with all lead and lift as directed by Engineer in charge.
90.75
-
839619.91
Providing and laying Vibrated M30 design mix using 20mm and down size of approved gradation hard granite, trap or basalt broken metal including weigh batch plant mixing, shoring, strutting, plywood/steel formwork, curing etc., complete with all materials, for well curb or RCC cutting edge (Minimum Cement @ 400 Kgs) complete with all lead and lifts as directed by the Engineer incharge. -do- for RCC Steining below Ground level
46.8
-
591218.32
-do- above ground level from 0 to 3.5 Mtr
9.36
-
94708.22
Providing and laying in position reinforced cement concrete of design mix M25 with OPC @340 Kgs 20mm and down size graded granite metal course aggregates @0.70 cum and fine aggregates @0.47 cum with super plasticiser@ 3litres conforming to IS 9103-1999reaffirmed 2008 machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in ground floor level for roof slabs,staircase,lintels and beams retaining walls,return walls,walls (any thickness) including attached pilasters,columns.lintels,pillars,posts,struts,buttresses,string or lacing courses,parapets,coping,bed blocks,anchor blocks,plain window cills,fillets etc., including cost of all materials, labour HOM of machinery, curing, complete excluding cost of reinforcement as per specification with all lead and lift as directed by Engineer in charge.
11.34
-
70904.48
Providing and laying in position reinforced cement concrete of design mix M20 with OPC @320 Kgs, with 20mm and down size graded granite metal course aggregates @0.69 cum and fine aggregates @0.46 cum with super plasticiser@ 3litres conforming to IS 9103-1999reaffirmed 2008 machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in ground floor level for roof slabs,staircase,lintels and beams retaining walls,return walls,walls (any thickness) including attached pilasters,columns.lintels,pillars,posts,struts,buttresses,string or lacing courses,parapets,coping,bed blocks,anchor blocks,plain window cills,fillets etc., including cost of all materials, labour HOM of machinery, curing, complete excluding cost of reinforcement as per specification with all lead and lifts as directed by Engineer in charge.
110.75
-
674445.35
Providing and removing, centering, shuttering, strutting, propping etc., and removal of form work for columns,pillars,post and struts,square/rectangular/polygon in plan including cost of all materials, labour, complete as per specifications with all lead and lift as directed by Engineer in charge.
307.93
-
140416.08
Providing and removing, centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness,including attached pilasters,buttresses,plinth cills and string courses including cost of all materials, labour, complete as per specifications with all lead and lift as directed by Engineer in charge.
323.96
-
116625.6
Providing and removing, centering, shuttering, strutting, propping etc., and removal of form work for suspended floors,roofs,landings,balconies and likes,thickness above 200 mm including cost of all materials, labour, complete as per specifications with all lead and lift as directed by Engineer in charge.
141.62
-
63587.38
Providing and fixing pull and push type rolling shutters of approved make out of 18 gauge x 7.50cms wide cold rolled steel lathes of convex corrugations, with side guides and bottom rails with interlocking arrangements for steel lathes by means of alternate clips, suspension shaft with high tension coil type springs, two numbers, mounted on specially designed pipe shaft, with bracket plates, guide channels, ball bearing arrangements, for inside and outside locking with push and pull operations complete including pulling hooks, 4 Nos. handles with all fittings and accessories, painted with two coat of red lead paint (Without top cover) cost of materials, labour HOM of machinery complete as per specification with all lead and lift as directed by the Engineer-in-Charge.
12
-
31284
Providing and fixing top covers made out of 20 gauge M.S sheet over pull & push rolling shutters bent to shape including cost of red lead primer coat of painting, materials, labour, HOM of machinery complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
4
-
1928
Providing and fixing in position aluminium windows and ventilators as per approved drawings with sliding shutters uising three track window frame of size 92x31.75mm bottom section 1.3mm thick, weight 1.07kg/m; sides and top sections 1.3mm, thick weight 0.933kg/m. shutter frame section comprising top and bottom section of size 40mmx18mm, wall thickness 1.25mm. weight 0.417kg/m.shutter side outer 40mmx18mm.wall thickness 1.25mm.weight 0.417 kg/m, shutter interlock section 40mmx26.7mm wall thickness 1.1mm. thick, weight 0.469 kg/m, the shutters mounted on nylon rollers with approved qualkty of fixtures such as aluminium handles tower bolts etc., providing and fixing 5.5mm, thick plain glass for shutters fitted with rubber beading all aluminium sections anodised 12 to 15 microns thick including cutting to required length, joints mitred subdividing the frame tenonned and rivetted, in the assembled frame, stiffened with end clips for corners, angles etc., and fixed to the walls, lintles, floor beams/ cills as the case may be, with necessary steel screws, raul plugs or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar, aluminium pretreated for removal of any using and protection of further rust formation and coated with the greasy materials for non-adhesion of mortar and any other sticky materials, (this coating should be cleaned after installation) including cost of all materials, fixtures, labour and HOM of machinery complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
7.2
-
30715.2
Providing and fixing in position in cement concrete 1:3:6 steel glazed windows and ventilators side hung/top hung 2/3 openable 1/3 fixed as per approved drawings using z angles of 25x33x3mm, weighing 1.419kg/m both for outer and inner frames and central mullion section of size 25x46x3mm, weighing 2.28kg/m duly providing T-section 19x19x3mm weighing 0.839kg/m for glazing of windows, not more than 34cms c to c including providing and fixing 4mm thick reeded glass with teakwood beading of required size, all steel sections should confirm to I.S 7452:1990, 4nos. of holdfasts of approved size, section should be cut to length, welded and grinded electrically sub dividing frames of unit shall be tenonned and riveted into the frames electrically. All the steel surface shall be thoroughly cleaned free of rust and painted with one coat of anti-corrosive paint and finishing with two coats of ready mix paint of approved colour and make including cost of materials, fixtures, labour and HOM of machinery complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
0.9
-
3005.1
Supplying & fixing 40 mm dia G.I. medium duty pipes hand railing 3 rows fixed to 1:2:4 vibrated R.C.C. post of size 100 x 150 mm at top and 150 x 150 mm at bottom placed at 2 Mtr. intervals for a height of 750 mm including curing, painting G.I. pipes with two coats of anticorrosive steel paint over a primer coat etc., complete with all lead and lift as directed by the Engineer in Charge. (Rate per Mtr is for 3 rows of G.I pipes)
48.6
-
44274.6
Providing and fixing MS Ladder between landings 45 Cms wide using angle iron of following size and 20mm MS bars at 25 Cms centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia GI pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with CC 1:2:4 and two coats of non poisonous anticorrosive bituminous paint etc., complete with all lead and lift as directed by the Engineer in charge. Note: Only exposed ladder portion above GL to be paid for. a) 65x65x8mm angle iron
18
-
32778
Supplying and fabricating TMT steel bars of all sizes for reinforcements of RCC works including conveying steel to work spot including cleaning, straightening, bending, fabricating, placing in position and tying as per design including cost of binding wire, hoisting etc. complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
27
-
1461105
Providing and applying two coats with Oil bound washable distemper of approved shade on wall surface including priming coat with distemper primer after thoroughly brooming the surface free from mortor drops and other foreign matter including preparing the surface even and sand paper smooth,cost of materials, labour,complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
263.94
-
29033.4
Providing and finishing external walls in two coats with waterproof cement paint of approved shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from morter drops and other foreign matter cost of materials, labour, complete as per specifications with primer with all lead and lift as directed by the Engineer-in-Charge. with primer
565.36
-
57666.72
Providing and applying enamel metal paint two coats (excluding priming coat) over new steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, labour, complete as per specifications with primer with all lead and lift as directed by the Engineer-in-Charge.
28.35
-
2693.25
Supplying and fixing lightening arrestor of aluminum strip 25 mm x 3 mm size including finial and grounding, aluminum strip is to be embedded in wall in an independent GI conduit of 40 mm dia pipe suitably jointed by collars with all specials etc., complete with all lead and lift as directed by engineer in charge.
1
-
19055
Filling alround the well behind steining with available excavated rubble or earth (obtained from the well excavation) including providing and laying necessary graded filter media (6mm to 40 mm. size alround the weep holes) as directed and hand packing wherever necessary without causing damage to well steining etc., complete. with all lead and lift as directed by engineer in charge.
549.61
-
56609.83
Providing and fixing M.S. Inspection door of size 60 cms x 60 cms including M.S. frame, size 50x50x6 mm and shutters of 3 mm thickness with hinges at top and locking arrangements painting etc., complete with all lead and lift as directed by engineer in charge.
1
-
1818
Providing , fabricating & fixing ' I ' Section girder angle section of ISMB as per the drawings & directions including all leads & lifts, placing in position, jointing, welding wherever necessary. All the steel surfaces shall be thorougly cleaned & painted with two coats of ready mixed red lead non corrosive primer & finished with two coats of approved paints etc., complete.The girders and angles should be procured only after getting the approvals to the designs from the competent authority with all lead and lifts complete as directed by the engineer in charge.
7.36
-
605264.32
Providing & Fixing M.S Chequred plate of 7 mm thick as per IS for floor of jackwell and making inspection covers 4 - 6 No.s including cost of all materials required to cutting, grinding,reveiting,bolts nad nuts Hinges and locking arrangements including painting and all labour charges with all lead & lift etc., complete as directed by the engineer in charge.
2.6
-
213816.2
Providing , fabricating ,welding including levelling making holes etc., complete. for sections.[The beam will be supported on Corbel including painting two coats by anti corrosive of approved colour] Supply of 'ISMB 450' / suitable size circular Beam Suitable to carry Gantry to take up the design load [The beam will be supported on Circular alround Corbel including painting two coats by anti corrosive of approved colour], Supply of channels. Supply of Stiffner Plate 8 mm thick to be Welded On Both Flanges to Girder and Channels, Jointing of Ends, End Carriage Base Plate, End Carriage end plate, Ring Girder Jointing and For Fixing in the Concrete and Plate Welded with all lead & lift etc., complete as directed by the engineer in charge.
1.37
-
112664.69
Supply of C.I. Wheels with ball bearings, gears, pinions, universal joints (double set), the long shaft and with gear mechanism for operation, cross trolley for required capacity with accessories including two coats of anticorrosive paint over one coat of primer complete with all lead and lift as directed by Engineer in charge.
1
-
65000
Supply and fixing of 3MT capacity spur geared Chain pulley block with 6 mtr long lifting chain as required with necessary frame work / fabrication, welding / jointing as required complete with all lead and lift as directed by Engineer in charge.
1
-
40000
Transportation, erection, commissioning of complete unit including two coats of anticorrosive paint over one coat of primer complete with all lead and lift as directed by Engineer in charge.
1
-
25000
Providing and fixing operating mechanism to operate butter fly valve fixed to the connecting main end from the floor of the pump house with suitable necessary operating rods, head stock, hand wheel with dewatering etc complete with all lead and lift,as directed by the Engineer-in-Charge.
2
-
20000
Diversion of water course by providing coffer dams or ring bunds or islands as may be necessary for intake well, connecting pipe line, Jackwell etc. for foundation bailing out by pumping water during excavation and until completion of foundation and dismantling of coffer dam or ring bund or Island after completion of work etc., complete with all lead & lift as directed by the Engineer in Charge. -do- 0-2 mtr height
3071.6
-
1704738
-do- 2 to 4 Mtr. height
1579.2
-
1738699.2
constrcution of 6.0M X 9.0M size Pump house Earth work in excavation by manual means for foundation of buildings, water supply and sanitary lines and eletrical conduits etc., either in pits or in trenches 1.5m and above in width, in hard soil not exceeding 1.5m in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation including breaking of clods complete with all lead & lift as directed by the Engineer in Charge. -do - in ordinary soil
18.07
-
5402.93
-do- in hard soil
12.05
-
5410.45
Excavation by manual means for foundation of buildings, water supply and sanitary lines and eletrical conduits etc., either in pits or in trenches 1.5m and above in width, in soft rock / ordinary rock not exceeding 1.5m in depth including stacking the excavated stuff clear from edges of excavation including cost of explosives, labour,HOM complete with all lead & lift as directed by the Engineer in Charge. -do- in soft rock / ordinary rock without blasting
12.05
-
17123.05
Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement at 220 Kgs, with 40mm and down size graded granite metal course agreegate @0.892 cum and fine agreegate @0.465 cum machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete with all lead & lift as directed by the Engineer in Charge.
9.97
-
52888.86
Providing and constructing granite/ trap/ basalt rubble stone masonry in foundation with cement mortor(uncoarsed) , bond stones at 2m apart in each course including cost of materials, labour, curing complete with all lead & lift as directed by the Engineer in Charge. '-do- with cement mortar 1:6
15.72
-
55771.42
Providing and laying in position reinforced cement concrete of design mix M20 with OPC @320 Kgs 20mm and down size graded granite metal course aggregates @0.69 cum and fine aggregates @0.46 cum with super plasticiser@ 3litres conforming to IS 9103-1999reaffirmed 2008 machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation for footings pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters,columns, pillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour HOM of machinery, curing, complete excluding cost of reinforcement as per specification with all lead & lift as directed by the Engineer in Charge.
8.14
-
47674.35
Providing and laying in position plain cement concrete of mix 1:2:4 with OPC @240 Kgs with 20mm and down size graded granite metal course aggregates @0.878 cum and fine aggregates @0.53 cum, machine mixed, concrete laid in layers not exceeding 15 cms thick, well compacted, in foundation, plinth and cills including cost of all materials, labour, HOM curing complete as per specification.with all lead and lift as directed by the Engineer-in-charge. with dewatering
1.27
-
7124.19
Providing and constructing burnt brick masonry with approved quality of non-modular bricks of standard size of class designation 5.0 Newton per sqmm (table moulded) with cement mortar 1:6 for basement and superstructure including cost of materials, labour charges, scaffolding curing complete as per specifications with all lead and lift as directed by the Engineer-in-charge.
18.7
-
124530.78
Providing and laying in position reinforced cement concrete of design mix M20 with OPC @320 Kgs 20mm and down size graded granite metal course aggregates @0.69 cum and fine aggregates @0.46 cum with super plasticiser@ 3litres conforming to IS 9103-1999reaffirmed 2008 machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation for footings pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters,columns, pillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour HOM of machinery, curing, complete excluding cost of reinforcement as per specification with all lead & lift as directed by the Engineer in Charge.
20.28
-
118775.9
Providing and laying in position reinforced cement concrete of design mix M20 with OPC @ 24 Kgs, with 12mm and down size graded granite metal course aggregates @ 0.05175 cum and fine agreegates @ 0.0345 cum with super plasticisers @ 0.225 ltrs, machine mixed, well compacted for plain chajja of 7.5cms average thickness, upto ground floor level, including cost of all materials, labour, HOM of machinery, finishing, curing, complete but excluding cost of reinforcement complete as per specification with all lead and lift as directed by the Engineer-in-charge.
9.5
-
4263.22
Providing and removing centering, shuttering, strutting, propping, etc., and removal of formwork for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specifications with all lead & lift as directed by the Engineer in Charge.
35.54
-
9347.02
Providing and removing, centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness above 200mm including cost of all materials, labour, complete as per specifications with all lead & lift as directed by the Engineer in Charge.
110.71
-
49708.79
Flooring with 20mm thick polished shahabad slabs using Cement Mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointing with cement slurry mixed with pigments to match the shade of the slabs, including cost of materials, labour, curing, polishing complete with all lead & lift as directed by the Engineer in Charge.
54
-
74196
Providing 18mm thick cement plaster in single coat with Cement Mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour curing complete as per specifications with all lead & lift as directed by the Engineer in Charge.
284.69
-
72880.64
Supplying and fabricating TMT steel bars of all sizes for reinforcement of RCC works including conveying steel to workspot with all lead including cleaning, straightening, bending, fabricating, placing in position, tieing as per designs including cost of binding wire hoisting all lift etc., complete with all lead & lift as directed by Engineer in charge.
3.79
-
205095.85
Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour,complete with primer with all lead & lift as directed by the Engineer in Charge.
148.06
-
15102.12
Providing white washing to new wall surface in two coats with lime of approved quality, to give an even shade including cost of materials, labour complete as per specification with all lead & lift as directed by the Engineer in Charge.
54
-
648
Providing and applying two coats with oil bound washable distemper of approved brand and shade on wall surface including priming coat with distemper primer after throughly brooming the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications with all lead & lift as directed by the Engineer in Charge.
120
-
13200
Providing and fixing pull and push type rolling shutters of approved make out of 18 gauge, 75mm wide cold rolled steel lathes of convex corrugations, with side guides and bottom rails with interlocking arrangements for steel lathes by means of alternate clips suspension shaft with high tension coil type springs, two numbers, mounted on specially designed pipe shaft, with bracket plates, guide channels, ball bearing arrangements, for inside and outside locking with push and pull operations complete including pulling hooks, 4 Nos. handles with all fittings and accessories, painted with a coat of red lead paint (Without top cover) cost of materials, labour HOM complete with all lead and lift as directed by the Engineer-in-charge.
5
-
13035
Providing and fixing top covers made out of 20 guage M.S. sheet over pull and push rolling shutters bent to shape including cost of red lead primer coat of painting, materials, labour, HOM complete as per specifications with all lead and lift as directed by the Engineer-in-charge.
3
-
1446
Providing and fixing in position in cement concrete 1:3:6 steel glazed windows and ventilators side hung / top hung fully openable as per approved drawings using Z angles of 25x33x3mm. weighing 1.419 kg/m both for outer and inner frames and central mullion section of size 25x46x3 mm weighing 2.28 kg/m duly providing T-setion 19x19x3 mm weighing 0.839 kg/m for glazing of windows not more than 34 cms. c to c including providing and fixing 4 mm thick reeded glass with teak wood beading of required size, all steel sections should confirm to IS 7452:1990, 4 Nos. of hold fasts of approved size, section should be cut to length welded and electrically grinded subdividing frames of unit shall be tenonned and revetted into the frames electrically. All the steel surface shall be throughly cleaned free of rust and painted with one coat of anti-corrosive paint and finishing with two coats of ready mix paint of approved colour and make including cost of materials, fixtures, labour and HOM, complete with all lead and lift as directed by the Engineer-in-charge.
23.6
-
92370.4
Supply of ISMB 400 X 140 Beam of size suitable to carry Gantry to take up the load of 5.00 MT (The beam will be supported on Corbel including painting two coats by anti corrosive of approved colour over one coat of primer) Supply & fabrication of Gantry buildup beam of ISMB 400 to takeup5.0 MT load with 5.90m span including painting two coates by anticorrosive approved colour over one coat of primer, Supply & fabrication of Channels of size ISLC 250 X100 of 4 Nos Supply & fabrication of 40x40mm MS Squre bar to Suite the Pump house.Supply of Stiffner Plate 8mm thick to be Welded on Both Flanges to Girder and Channels, Jointing of Ends, End Carriage Base Plate, End Carriage end plate, Girder Jointing and Fixing in the concrete and Plate Welded including 2 coats of anticorrissive paint of approved colour over one coat of primer. Supply fabrication & erection of C.I. Wheels with ball bearings, gears, pinions, universal joints (double set), the long shaft and with gear mechanisim for operation, cross trolley 5.00 MT capacity with Accessories including two coats of anticorrosive paint over one coat of primer etc complete with all lead and lift as directed by the Engineer-in-charge.
2.6
-
126048
Supplying & fixing of C.I Wheels With Ball Bearings, Gear, Pinions, Universal Joints (double set), the Long sahft and With Gear Mechanisim For Operation,Cross Trolley '5' MT Capacity With Accessories including two Coats of anticorrosive paint over one coat of primer with all lead and lift as directed by the Engineer-in-charge.
1
-
65000
Supply & fixing of 5' MT Capacity Spur Geared Chain Pully Block With 6 m Lifting Chain with all lead and lift as directed by the Engineer-in-charge.
1
-
40000
Transportation, Errection, Commissioning of Complete Unit including two Coats of anticorrosive paint over one coat of primer with all lead and lift as directed by the Engineer-in-charge.
1
-
25000
Providing,laying,Jointing of 508mm dia 6.4 mm thick MS Raw Water Rising main from canal head works to Impounding reservoir at Pura Clearing and grubbing road land including uprooting rank vegetation,grass,bush,shrubs,sapling and tree of girth 300 mm , by manual means,in area of light jungle,removal of stumps,disposal of unservisible materials, stacking of servicible materials labour charges complete as per specifications with all lead and lift as directed by the Engineer in Charge
35604
-
356040
Earth Work in excavation for pipe line tranches beyond 600mm and upto 1500 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading,danger lighting, bracing, using sight rails & boning rods at every 100 meters wherever necessary as directed ,removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the avilable excavated earth locally for the work erc., complete in the following strara with all lead and lift as directed by the Engineer in Charge -do - In ordinary /All soils / Hard soil ( depth Up to 3m)
12671.86
-
1368560.88
-do Ordinary rock comprising of lime stone,sand stone,hard laterite,fissured rock,conglomerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. Dia in any direction of more than 300mm: found lying loose on the surface or embedded in river bed,soil,talus,slope wash and terrace material of dissimilar origin with all lead & lift as directed by the Engineer in Charge. 0-3 mtr depth
12671.86
-
1824747.84
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant. 0 - 3 mtr depth with all lead and lift as directed by the Engineer in Charge
6335.93
-
5360196.78
Earth work excavation for pipeline trenches (except building works) including depositing on bank including shoring, strutting baricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as directed in the following strata -do- In all soils mixed with boulders up to 30 cms size and exclusive of disintegrated rock with all lead and lift as directed by the Engineer in Charge 0 - 2 mtr depth
3563.96
-
933757.52
-do- in disintegarted rock, soft rock, soft shale, medium hard rock comprising of lime stone, sand stone,hard shale, schiest, fissured rock with resorting to blasting 0 - 2 mtr depth
3167.96
-
1875432.32
-do- in hard rock by chistelling 0 - 2 mtr depth
396
-
944460
- do- hard rock by controlled blasting 0 - 2 mtr depth
791.99
-
1347174.99
Cutting road surface for pipeline trenches and disposing off the excaveted stuff with all lead and lift as directed including barricading, danger lighting etc., in the following classifications. with all lead and lift as directed by the Engineer in Charge. -do- Cutting Macadam Road
88
-
30448
-do- Cutting Asphalt road
22
-
13970
Providing Murrum/Gravel Bedding for the pipeline trenches including watering and consolidation by punners etc., complete (In Black cotton soil and rock reaches) with all lead and lift as directed by the Engineer-in-Charge
4351.6
-
1127064.4
Manufacturing, providing, transporting, rolling,lowering,laying & jointing testing and commissioning of ERW (Electric resistance welded) / SAW ( Submerged Arc welded ) MS pipes (Fe 410 grade ) confirming to IS 3589-2001 with latest amandments including perfect linking and welding of joints to correct position including cost & conveyance of pipes and materials , cost of all labour and giving satisfactory hydraluic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc,complete as per detailed specifications with inside CM 1:1.5 lining of minimum 10 mm thick and out side minimum 25 mm thick coating in CM1:3 over 50 x 50 mm weld mesh of 13 gauge including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary, ( Contractor will make his own arrangement for procurring water for testing ) with all lead and lift as directed by the Engineer in Charge Note - No Negative tolerance in respect of thickness is permissible -do - for 508 mm dia 6.40 mm thick M.S pipe
16730
-
111656020
-do - for 355.60 mm dia 5.60 mm thick MS pipe
3050
-
13618250
Manufacturing, providing, transporting, rollilng, lowering, laying and jointing, testing and commissioning of MS specials of minimum 8 mm thick conforming to IS 7322:1985 with latest amendments, perfect linking and welding of joints to correct position including cost and conveyance of materials, cost of all labour and giving satisfactory hydraulic test as per IS 3589:2001 with latest amendments for test pressure and working pressure both at factory and site etc., complete as per detailed specifications with inside lining two coats of food grade epoxy painting of approved make with each coat of 250 micron, thick (after dry) over one coat of food grade epoxy primer of approved make with minimum of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50 x 50mm weld mesh including loading and unloading of pipes for the following category to suit PSC/ MS/ DI/ PVC pipes.The weight of the MS shell only be considered before lining and coating for arriving at the rate.The thickness of plate will be specified by the engineer (contractor will make his own arrangements for procuring water for testing).with all lead and lift as directed by the Engineer in Charge '-do -Upto 500 mm dia of pipe
1578.85
-
257352.55
-do - Above 501 mm dia of pipe
4009.49
-
601423.5
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thickness with vibro rollers including disposing off the surplus earth etc., complete with all lead and lift as directed by the Engineer in Charge.
39599.56
-
4078754.68
Supply,conveying to worksite,loading,unloading,stacking and fixing of single chamber triple function tamper proof (Both the orifices to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of minimum grade GGG 40 / 50. All internal parts such as float, shell etc., all cover bolts of austenitic alloy / SS 304steel, Dn 50 float of HOSTAFLON and gaskets and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005 etc complete. The valve shall have drain plug of not less than 15mm nominal pipe thread complete. The valves should be designed for all the three function i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. with all lead and lift as directed by the Engineer in Charge. - Do- 100 mm dia PN 1.6
34
-
1291796
- Do- 80 mm dia PN 1.6
6
-
150972
Supply, delivery to work site, loading, unloading, stacking and fixing of resilient seated soft sealing Sluice valves with body, bonnet of ductile iron of minimum grade GGG 40 / 50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89 / IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with toroidal sealing rings (minimum 2 'O' rings) All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage . The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers, etc complete with all lead and lifts as directed by the Engineer in Charge 100 mm dia PN-16
34
-
368492
-do-80 mm dia PN-16
6
-
51312
-do-200 mm dia PN-16
8
-
240656
-do-300 mm dia PN-16
2
-
127664
-do-350 mm dia PN-16
3
-
332643
-do-500 mm dia PN-16
2
-
460864
Supply and fixing of ductile iron double flanged swing check vavles with slanted seat or with lever weight with straight disc, with metallic corrosion proof and wear resistant seat faces with nickel overlay micro - finished/ Integral seat with body and disc in Ductile Iron in GGG 40 / 50 shaft of stainless steel and bearings of zinc free bronze and surface protection with epoxy liquid of GSK quality with all lead and lift as directed by the Engineer-in-charge. 500 mm dia PN 16
1
-
443102
Supply and fixing of DI double flanged double eccentrically disc, butter fly valve conforming to DIN 335 / IS 13095 with renewable soft seal on the disc and body seat face of Nickel weld over lay microfinished with power or liquid epoxy coating with minimum thickness of 250 micron applied on both body and disc inside and outside. Face to face dimensions as per EN558-1 basic series 14(DIN 3203 F4) or AWWA C 504 :80 or BS 5155 or IS 13095. The valves shall be supplied along with the required number of standard make galvanised bolts and nuts. The flane drilling standard is IS 1538. Hence, drilling of hole in the valves shall match with the pipe flange drilling standard. The valves are to be suitable for burried operation with the gear box sealed and lubricated for life time operation with all lead and lift as directed by the Engineer-in-charge. 500 mm dia PN 16
1
-
157426
Providing and laying cement concrete 1:2:4 proportion (excluding cost of reinforcement) with 20mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard aggregate including cost and conveyance of all materials and placing the same above or below ground level including plywood / steel form work, machine mixing, laying, tamping, curing, etc., complete including smooth finishing the exposed faces with CM 1:4 proportion 12 mm thick wherever necessary, etc., complete for Anchor Blocks or Thrust Blocks as per specification with all lead and lift as directed by the Engineer-in-charge.
297.22
-
1891142.5
Supplying and fabricating TMT steel bars of all sizes for reinforcement of RCC works including cleaning straightening, bending, fabricating, placing in position, tieing as per designs including cost of binding wire hoisting all lifts etc., complete with all lead and lift as directed by the Engineer in charge.
27.67
-
1497362.05
Construction RCC Valve chambers - Earth work excavation by manual means for pipeline trenches (except building works) including depositing on bank including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 meters wherever necessary as directed in the following strata with all lead and lift as directed by the Engineer in charge. do- in all soils mixed with boulders of 30cms size upto and exclusive of DIR 0 to 2 mtr depth
300
-
78600
-Do- in disintegrated rock, soft rock, soft shale, medium hard rock comprising of Lime stone, sand stone, hard shale, shiest, fissured rock without resorting to blasting with all lead and lift as directed by the Engineer in charge. O to 2 Mtr depth
225
-
133200
-do- Hard rock by chiseling O to 2 Mtr depth
225
-
536625
Providing and laying in position plain cement concrete of mix 1:3:6 with OPC @ 220 Kgs, with 40mm and down size graded granite metal coarse agrregates @ 0.892 cum and fine agreegate @ 0.465 cum machine mixed , concrete laid in layers not exceeding 15 cms thick, well compacted, in foundation including cost of all materials, labour, HOM, curing complete as per specifications with all lead and lift as directed by the Engineer in Charge
43.8
-
232350.24
Providing and laying in position reinforced cement concrete of design mix M20 with OPC @320Kg, with 20 mm and down size graded granite metal corse aggrigates @ 0.69cum and fine aggrigate @ 0.46cum with super plasticizer @ 3ltr confirming to IS 9103-1999 reafirmed -2008, machine mixed concrete laid in layers not exceeding 15cm thick, vibrated for all works in ground floor level for roof slabs, stair case, lintel, and beams retaining walls, return walls, walls ( any thickness) including attached pilasteres, columns, pillers posts, struts, buttresses, string or lacing course parapets coping bed blocks, anchor blocks plain window sills, fillets etc., icluding cost of all material , labor, HOM , curing complete but excluding cost of reinforcement as per specifications with all lead and lift as directed by the Engineer in Charge
260.4
-
1525110.72
Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for columns, pillars, struts, square / rectangle / polygon in plan including cost of material, labour complete as per specifications with all lead and lift as directed by the Engineer in Charge
1810.2
-
825451.2
Supplying and fabricating TMT steel bars of all sizes for reinforcement of RCC works including cleaning straightening, bending, fabricating, placing in position, tieing as per designs including cost of binding wire hoisting all lifts etc., complete with all lead and lift as directed by the Engineer in charge.
25.8
-
1396167
Providing and fixing M.S. Inspection door of size 60 cms x 60 cms. including M.S. frame, size 50 x 50 x 6 mm and shutters of 3mm thickness with hinges at top and locking arrangements,painting with all lead and lifts etc., complete. with all lead and lift as directed by the Engineer in Charge
60
-
109080
Refilling the pipeline tranches and foundation with selected available earth from trench excavation including watering consolidation in layers of 15 cms., thickness with vibro rollers including disposing off the surplus earth with all lead and lift as directed by the Engineer in Charge.
749.79
-
77228.37
Conducting SUE survey in a corridor of 4-6 mtr width to detect burried utilities like pipes,cables etc. in such corridor.Marking of the detected utilities on the map of corridor with information of locations and depths to the top of various utilities detected.Onsite detection to be conducted using minimum tools of Electronic Pipe Locator(EPL) and Ground Penetrating Radar(GPR).GPR work to be conducted using 500MHz and 300MHz antenna for best possible resolutin and penetration. The specifications are SUE survey should be in accordance with 'Code of Practice for Subsurface Utility Engineerling Suiting Indian Conditions - Guidelines & Specificatins for Detection, Verification & Depiction of Existing Subsurface Utillity Data' with all lead and lift as directed by the Engineer in Charge. '-do - Road crossings with dividers upto 50 m width
3
-
264240
Confined Excavation of shafts for pipe Jacking / Ramming purpose in soil inclusive of H Beam strutting with M S plate / cubical wooden laggings and maintaining the shaft during construction operation and backfilling the same after the compeltion of work with all lead and lift as directed by the Engineer in Charge. -do -For Shafts of 6 M x 5 M upto a depth of 5 Mtr in all type of soil mixed with soft rock (m3)
450
-
1800000
Excavation of non-structural pits for pipe Jacking/Ramming purpose in soil inclusive of all shuttering, strutting and shoring and maintaining the shaft during construction operation and backfilling the same after the compeltion of work with all lead and lift as directed by the Engineer in Charge. For Shafts of 6 M x 5 M upto a depth of 5 Mtr in all type of soil . (m3)
450
-
540000
Dewatering of pits or ground by dewatering pumps inclusive of all consumables diesel, oil, petrol and lubricants etc., and disposal of water in all types of soils with all lead and lift as directed by the Engineer in Charge. (HP-hr.)
720
-
34560
Manufacturing, Transporting & Stacking at worksite of 864 mm dia (OD) x 10 mm thick MS Pipes (Fe 410 Grade) conforming to IS 3589 - 2001 with all lead and lift as directed by the Engineer in Charge.
90
-
1024740
Instalatin of Steel product pipe by HDD methold including preparing and setting up the plant and equipment, prepariing new pipe-work material, installing new pipe-work and commissioning system or making the system ready for commissioning by HDD operatioin includling, all related civil and mechanical works like excavation, shoring/strutting, etc. drillling, stringing, reaming and pulling back the new pipe-work on the designed bore path; alignment, proper disposal of drilling fluid and back fill of site after completion all inclusive as per IndSTT:101-2018: Code of Practice for Horizontal Directional Drilling Technique Suiting Indian Conditions with all lead and lift as directed by the Engineer in Charge. In Soft soil : 864 mm dia (OD) x 10 mm thick MS pipe -do - In Soft soil (lm)
90
-
1511280
Manufacturing, providing, transporting, rolling, lowering, laying and jointing, testing, commissioning of MS specials of minimum 8mm thick, conforming to IS 7322:1985 with latest amendments, perfect linking and welding of joints to correct position including cost and conveyance of materials with all lead and lifts, cost of all labour and giving satisfactory hydraulic test as per IS 3589: 2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coats of food grade epoxy painting of approved make with each coat 250 microns thick (after dry) over one coat of food grade epoxy primer of approved make with minimum of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50mmx50mm weld mesh including loading and unloading of pipes for the following category to suit PSC/MS/DI / PVC pipes. (The weight of the MS shell only be considered before lining and coating for arriving at the rate). The thickness of plate will be specified by the Engineer. (contractor will make his own arrangement for procuring water for testing) Upto & Inclusive of 500mm dia of pipe as directed by the Engineer-in-Charge
1125
-
168750
Providing , fabricating ,welding including levelling making holes with all lead & lift etc., complete. for the following sections including approved brand metal primer & painting two coats by anti corrosive of approved colour Providing , fabricating ,welding including levelling making holes with all lead & lift etc., complete. for the following sections with all lead and lift as directed by the Engineer in Charge.
5310.76
-
257465.64
Applying red lead ready mix priming coat over new steel or other metal surface including preparing the surface after througly cleaning oil,grease,dirt and other foreign matter , and scoured with wire brushes, fine steel wool, sand papers including cost of materials, labour, complete as per specification with all lead and lift as directed by the Engineer in Charge.
217.28
-
9353.9
Providing & applying enamel metal paint two coats ( excluding primer coat) over new steel or other metal surface,brushing to give an even shade after cleaning oil,grease,dirt and other foreign matter including cost of materials, labour, complete as per specification with all lead and lift as directed by the Engineer in Charge.
217.28
-
21673.68
Supply, erection and commissioning of suitable pressure rating approved make Battery operated full bore Electro-magnetic flowmeter with GSM and SCADA compatability conforming to relevant ISS with latest amendments etc., complete with all lead and lift as directed by the Engineer in charge. Note:- The Construction drawing & QAP shall be got approved from the competent authority before execution -Do- 500 mm dia 15 KSC
1
-
598000
Supply at site Reducer/expander of 6mm/8mm thickness with smaller dia end flanged to suit the flowmeter flanges and the larger dia end finished for welding to the pipe. The conical angle of the reducer /expander should not exceed 10 degrees. The reducer/expander should coated with paint on both inside and outside with all lead and lift as directed by the Engineer-in-charge.
10
-
1550
Erection of flow meter Inline with transmission main after cutting the main, fixing reducers/expanders by welding or using fastners with packing as the case may be etc complete. Installation of signal convertor with necessary electrification and commissioining the meter with all lead and lift as directed by the Engineer-in-charge.
1
-
30000
Road restoration Providing, laying, spreading and compacting crushed stone aggregates of granite /trap / basalt of specific sizes to Water Bound Macadam specifications including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel / vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per specifications. A By manual means Morth Specification etc., complete with all lead and lift as directed by the Engineer-in-Charge '-do -Crushable type such as Moorum or Gravel for Grading - II
90
-
204660
Providing, laying, spreading and compacting crushed stone aggregates of granite /trap / basalt of specific sizes to Water Bound Macadam specifications including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel / vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per specifications. A By manual means Morth Specification etc., complete with all lead and lift as directed by the Engineer-in-Charge '-do- Crushable type such as Moorum or Gravel for Grading - III
30
-
69660
Providing and applying tack coat using 80/100 grade bitumen (VG-10) in boiler fitted with spray set distributor at the rate of 0.20 kg per sqm on the existing prepared bituminous surface (Primed surface) cleaned with mechanical broom complete as per specifications inluding cost of all labour, HOM of machineries complete as per specifications etc., complete with all lead and lift as directed by the Engineer-in-charge
520
-
6240
Providing and laying bituminous macadam on prepared surface with crushed course aggregates as per design mix formula for base / binding course including loading of aggregates of F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material in tipper to paver and laying of mixed materials with paver finisher to the required level and grade, rolling by smooth wheel,vibratory and tandem rollers to achieve the desired density, but excluding cost of primer / tack coat and including lead, lift and cost of all materials, labour, HOM complete as per specifications with all lead and lift as directed by the Engineer-in-charge -Do- Using 120 TPH capacity Asphalt batch mixing plant with sensor Paver Gr-I (80mm to 100mm) with 3.3%VG-30 Bitumen with all lead and lift as directed by the Engineer-in-charge
41.6
-
255923.2
Providing and laying 20mm thick mix seal surfacing type 'B' on prepared surface in a single course composed of specified graded crushed aggregates 5.6mm to 13.2mm size 0.027 cum/sqm premixed with bitumen binder at 1.90 kg/sqm of VG-30 (60/70) in a minimix plant 6/10 tonne capacity, laying manually and rolling with power roller 8-10 tonne excluding cost of tack coat including cost of all materials, labour, HOM complete as per specifications with all lead and lift as directed by the Engineer-in-charge
520
-
87360
Shifting / dismantling / re-constructions of public utilities, like structures and drains etc., Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material complete as per specifications complete with all lead and lift as directed by the Engineer-in-charge ' -do for Stone Masonry
3.18
-
1116.18
- do for Lime / cement concrete by manual means :B Cement concrete grade M15 & M20
0.9
-
501.3
-do for pre-stressed / reinforced cement concrete grade M20 and above
0.45
-
715.05
Providing and constructing granite / trap / basalt size stone masonry in foundation with cement mortar 1:6 stone hammered dressed in courses not less than 20 cms high, bond stones at 2 m. apart in each course including cost of materials, labour, curing complete as per specifications with all lead and lift as directed by the Engineer-in-charge.
3.18
-
15444.62
Providing and laying C.C. 1:1.5:3 proportion for foundation (Screed layer) with 20 mm and down size of approved gradation hard broken granite, trap basalt or with any other approved hard aggregate including cost and conveyance of all materials including plywood / steel form work, machine mixing, laying, tamping, curing etc., complete with all lead and lift as directed by the Engineer-in-charge.
0.9
-
5119.22
Providing and laying in position reinforced cement concrete of design mix M25 with OPC cement @ 340Kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.70 cum and fine aggregates @ 0.47cum, with superplastisiser @ 3lts confirming to IS 9103-1999, Reaffirmed -2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in ground floor level for roof slabs, staircase, lintels and beams retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, but excluding cost of reinforcement as per specifications complete with all lead and lift as directed by the Engineer-in-charge.
0.45
-
2813.67
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness above 200mm including cost of all materials, labour complete as per specifications complete with all lead and lift as directed by the Engineer-in-charge.
4
-
1796
Supplying and fabricating TMT steel bars of all sizes for reinforcement of RCC works including conveying steel to workspot with all lead including cleaning, straightening, bending, fabricating, placing in position, tieing as per designs including cost of binding wire hoisting all lift etc., complete with all lead & lift as directed by Engineer in charge.
0.05
-
2705.75
Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (including cost of specials) with jointing of approved type, with all labour, including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) with all lead and lift as directed by the Engineer-in-charge. 25 - 10 Kg/cm2 (Class5)
1500
-
66000
-do-75 - 6 Kg/cm2 (Class3)
1500
-
210000
-do-90 - 6 Kg/cm2 (Class3)
500
-
90500
-do-110 - 6 Kg/cm2 (Class3)
500
-
125500
-do-160 - 6 Kg/cm2 (Class3)
500
-
217500
RCC pipe support:- Earthwork excavation by manual means for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches , in ordinary soil including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of pits and trenches, stacking the excavated soil clear from edges of excavation after breaking of clods complete as per specifications with all lead and lift as directed by the Engineer-in-charge.
161.28
-
48222.72
Earthwork excavation by manual means for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches , in hard soil including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of pits and trenches, stacking the excavated soil clear from edges of excavation after breaking of clods complete as per specifications with all lead and lift as directed by the Engineer-in-charge.
80.64
-
36207.36
Providng and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @ 0.892cum and fine aggregtes @ 0.465cum machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth including cost of all materials, labour, HOM of machinery, curing complete as per specifications with all lead and lift as directed by the Engineer-in-charge.
24.64
-
130710.27
Providing and laying C.C. 1:1.5:3 proportion for foundation (Screed layer) with 20 mm and down size of approved gradation hard broken granite, trap basalt or with any other approved hard aggregate including cost and conveyance of all materials including plywood / steel form work, machine mixing, laying, tamping, curing etc., complete with all lead and lift as directed by the Engineer-in-charge.
48.16
-
273935.04
Providing and laying vibrated M30 design mix for R.C.C. Works with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate, including, cost and conveyance of all materials, including plywood/steel form work, centering, scaffolding, cement mortar, plastering in CM 1:3 proportion, 20mm thick for inside with admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing, making construction joints wherever necessary and giving satisfactory water proof testing etc., complete (excluding cost of reinforcement) for floor slab, resting on ground. contractor will make his own arrangements for procuring water for testing) (minimum Cement @ 400 Kgs) complete with all lead, lifts as directed by Engineer incharge.
100.8
-
754467.84
Supply and fabrication of TMT steel bars of all sizesfor reinforcement of RCC works including conveying steel to work spot with all lead including cleaning straighting, bending, fabricating, placing in position, tieing as per designs including cost of binding wire hoisting all lift etc., complete with all lead and lift as directed by the Engineer-in-charge.
14.9
-
806313.5
Construction of 2 Nos of 10.00 LL Capacity RCC Over Head Tank on 15M staging in Tavaragere town. Earth work excavation for foundation of structures by Mechanical means as per drawing and technical specification,including setting out,construction of shoring, strutting, barricading, danger lighting, bracing,removal of stumps and other deleterious matter,dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc complete with all lead & lift as directed by the by the Engineer in Charge. - Ordinary / all soil / hard soil 0-3 mtr depth
422.54
-
36760.98
-do- Ordinary rock comprising of lime stone,sand stone,hard laterite, fissured rock, conglonerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. Dia in any direction of more than 300mm: found lying loose on the surface or embedded in river bed,soil,talus,slope wash and terrace material of dissimilar origin with all lead & lift as directed by the by the Engineer in Charge. 0-3 mtr depth
316.9
-
36760.4
'-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant with all lead and lift as directed by the Engineer-in-charge. 0 - 3 mtr depth
316.9
-
214541.3
Providing and laying C.C. 1:1.5:3 proportion for foundation (Screed layer) with 20 mm and down size of approved gradation hard broken granite, trap basalt or with any other approved hard aggregate including cost and conveyance of all materials with all lead & lifts including plywood / steel form work, machine mixing, laying, tamping,vibrating curing etc., complete with all lead and lift as directed by the Engineer-in-charge.
73.7
-
419207.07
Providing and laying vibrated M25 design mix for RCC works (excluding cost of reinforcement) with 20mm and down size of approved gradation hard broken granite, trap, basalt or with any other approved hard aggregate including weigh batch mixing plant cost and conveyance of all materials laid in 15cms thick, layers well consolidated vibrating curing smooth finishing the exposed faces wherever necessary plywood / steel form work, centering etc., complete for independent/combined footing, raft, beams below ground level (Minimum cement @ 360Kgs)with all lead and lift as directed by the Engineer-in-charge.
492.36
-
3359746.47
`-do- with plastering smooth finishing the exposed faces in CM 1:4, 12mm thick etc., complete for beams below ground level. (Minimum Cement @ 360 Kgs). with all lead and lift as directed by the Engineer-in-charge.
15.98
-
112207.72
Providing and laying vibrated M25 design mix for RCC work (Excluding cost of reinforcement) with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate including cost and conveyance of all materials including weigh batch plant mixing, plywood/steel form work, centering, scaffolding, curing,plastering, smooth finishing the exposed faces in CM 1:3, 12mm thick as per designs etc. complete for RCC Shaft(Minimum Cement @360 Kgs).with all lead and lift as directed by the Engineer-in-charge. '-do - Below Ground Level
12.58
-
165675.58
- do- Above GL upto 6.0 M height
105.08
-
1480131.66
- do- Above 6.0 M upto 9.0 M height
52.92
-
769655.78
- do- Above 9.0 M upto 12.0 M height
53.56
-
803494.27
- do- Above 12.0 M upto 15.0 M height
52.16
-
806381.08
Providing and laying vibrated M30 design mix for RCC work (excluding cost of reinforcement) with 20 mm and down size of approved gradation hard broken,granite,trap,basalt or any other approved hard aggregate including cost and conveyance of all materials plywood/steel form work, centering, scaffolding,plastering and smooth finishing the exposed faces in C.M. 1:3 12 mm thick and CM plastering 1:3 proportion 20 mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing etc., and reservoir given satisfactory water proof testing as per directions, etc., complete, for conical shell portion, bottom done/slab,side wall and ribs over the staging. (contractor will make his own arrangements for procuring water for testing) (Cement @ 400 Kgs) with all lead and lift as directed by the Engineer-in-charge. - do- Above 12mtr upto 15mtr staging .
304.28
-
7576085.15
Providing and laying vibrated M30 design mix for RCC work (excluding cost of reinforcement) with 20 mm and down size of approved gradation hard broken,granite,trap,basalt or any other approved hard aggregate including cost and conveyance of all materials with all lead & lift, plywood/steel form work, centering, scaffolding,plastering and smooth finishing the exposed faces in C.M. 1:3 12 mm thick and CM plastering 1:3 proportion 20 mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing etc., and reservoir given satisfactory water proof testing as per directions, etc., complete, for conical shell portion, bottom done/slab,side wall and ribs over the staging. (contractor will make his own arrangements for procuring water for testing) (Cement @ 400 Kgs). with all lead and lift as directed by the Engineer-in-charge. -do- for side wall above 12mtr upto 15mtr staging
113.06
-
3297327.06
Providing and laying vibrated M30 design mix for RCC work (excluding cost of reinforcement) with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate including cost and conveyance of all materials above staging including weigh batch plant mixing, centering, plywood/steel form work, scaffolding, tamping, curing, cement mortar plastering 1:3 proportion 12 mm thick for both inside and outside surface etc., complete (Cement @ 400 Kgs) for Top Done complete with all lead and lift as directed by the Engineer-in-charge. - do- Above 12mtr upto 15mtr staging
66.1
-
1832054.04
Supplying and fabricating TMT steel bars of all sizes for reinforcements of RCC works including conveying steel to work spot including cleaning, straightening, bending, fabricating, placing in position and tying as per design including cost of binding wire, hoisting etc. complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
124.68
-
7130449.2
Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of 65x 65x 8 mm size and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with all lead and lift etc., complete.with all lead and lift as directed by the Engineer-in-charge.
66
-
120186
Providing and fixing R.C.C. finial and ventilators as per approved design and specification with form work and protected with wire mesh. The plinth to be of R.C.C. circular pillars and canopy with an ornamental finish at top. The first 22.50 Cms. height to be covered with RCC panelling as per detailed drawing etc., complete. with all lead and lift as directed by the Engineer-in-charge.
2
-
14336
Providing and fixing M.S. Inspection door of size 60 cms x 60 cms. including M.S. frame, size 50 x 50 x 6 mm and shutters of 3mm thickness with hinges at top and locking arrangements painting etc., complete with all lead and lift as directed by the Engineer-in-charge.
2
-
3636
Providing and fixing Enamelled guage with iron sheet of 3 mm to 4 mm thickness, 0.23 Mtr. width with copper floats indicators and flexible nylon wires, painting figures with approved enamelled gauge plate etc., complete with all lead and lift as directed by the Engineer-in-charge.
2
-
10654
Providing and fixing lightening arrestor of aluminum strip 25 mm x 3 mm size including finial and grounding aluminum strip is to be embedded in shaft in an independent GI conduit of 40 mm dia pipe suitably jointed by collars with all specials etc., complete.. for tanks above 12 mtrs upto 15 mtrs staging complete with all lead and lift as directed by the Engineer-in-charge.
2
-
38110
Supplying & fixing C.I. puddle flanges confirming to IS 7181-1986 with latest amendments,in position for RCC walls including hoisting and conveying them to work spot etc., complete with all lead and lift as directed by the Engineer-in-charge. a - do- 200mm Dia
4
-
29516
- do- 250mm Dia
4
-
38292
- do- 300mm Dia
4
-
49412
Supplying & laying of CI flanged pipe true to line / hoisting of CI flanged pipes confirming to IS 7181-1986 with latest amendments,in position and aligning to correct plumb including cost of jointing material conveying to work spot etc., complete complete with all lead and lift as directed by the Engineer-in-charge. a - do- 200mm Dia
80
-
412640
- do- 250mm Dia
96
-
657120
- do- 300mm Dia
96
-
835776
Labour charges for making flanged joints including cost of jointing materials comprising of rubber insertion, bolts and nuts and white lead including giving hydraulic test to the required pressure as per ISS ( Contractor will make his own arrangement for procuring water for testing) complete with all lead and lift as directed by the Engineer-in-charge. a - do- 200mm Dia
42
-
5880
- do- 250mm Dia
50
-
7700
- do- 300mm Dia
50
-
13750
Providing and fixing following diameters CI Duck Foot Bends as per IS standards with latest amendments with all lead and lift as directed by the Engineer-in-charge a - do- 200mm Dia
4
-
18648
- do- 250mm Dia
4
-
27780
- do- 300mm Dia
4
-
36912
Supply, delivery to worksite loading, unloading, stacking and fixing of Resilient seated soft sealing sluice valve with body, bonnet of ductile iron of minimum grade GGG40 / 50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vaccum tight and 100% leak proof with face dimensions as per BS 5163-89/ IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with toroidal sealing rings (minimum 2'O'rings) All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers, etc. Complete with all lead and lift as directed by the Engineer-in-charge For PN-10 a - do- 200mm Dia
4
-
120328
- do- 250mm Dia
4
-
181100
- do- 300mm Dia
2
-
127664
Supplying & fixing 40 mm dia G.I. medium duty pipes hand railing 3 rows fixed to 1:2:4 vibrated R.C.C. post of size 100 x 150 mm at top and 150 x 150 mm at bottom placed at 2 Mtr. intervals for a height of 750 mm including curing, painting G.I. pipes with two coats of anticorrosive steel paint over a primer coat with all lead and lift etc., complete. with all lead and lift as directed by the Engineer-in-charge. (per Rmt of 3 rows.)
264.72
-
241159.92
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thickness with Vibro rollers including disposing off the surplus earth etc., complete with all lead and lift as directed by the Engineer-in-charge.
1056.9
-
108860.7
Providing two coats of water proof cement painting of approved colour and shade over one coat of primer including scraping the surface with wire brushes etc., before removal of scaffolding for new R.C.C. Over Head Tanks and cleaning of paint stains wherever necessary etc., complete with all lead and lift as directed by the Engineer-in-charge. -do- for tanks above 12 mtrs upto 15mtrs staging
3339.14
-
804732.74
Providing and fixing 1 mm thick M.S. Sheet garage door with frame and diagonal braces of size 40 x 40 x 6 mm angle iron 3.15 mm thick MS Gusset plates at junctions and corners, with handles, stopers and locking arrangements etc., including applying a priming coat of red lead paint cost of matterials, labour, HOM complete as per specifications with all lead and lift as directed by the Engineer-in-Charge
8.4
-
22923.6
Providing and applying enamel metal paint two coats (Excluding Priming coat) over new steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, labour,complete as per specifications with all lead and lift as directed by the Engineer-in-charge.
16.8
-
1596
Providing and fixing in position in cement concrete 1:3:6 steel glazed windows and ventilators side hung / top hung fully openable as per approved drawings using Z angles of 25x33x3mm. weighing 1.419 kg/m both for outer and inner frames and central mullion section of size 25x46x3 mm weighing 2.28 kg/m duly providing T-section 19x19x3 mm weighing 0.839 kg/m for glazing of windows not more than 34 cms. c to c including providing and fixing 4 mm thick reeded glass with teak wood beading of required size, all steel sections should confirm to IS 7452:1990, 4 Nos. of hold fasts of approved size, section should be cut to length welded and electrically grinded subdividing frames of unit shall be tenonned and revetted into the frames electrically. All the steel surface shall be throughly cleaned free of rust and painted with one coat of anti-corrosive paint and finishing with two coats of ready mix paint of approved colour and make including cost of materials, fixtures, labour and HOM complete as per specifications with all lead and lift as directed by the Engineer-in-charge.
5
-
19570
4 No's of Construction of valve chambers :- Earth work in excavtation for foundations of structures by Mechanical means as per drawing and technical specification, including setting out, construction of shoring, struttung,barricading, danger lighting,bracing and removal of stumps and other deleterious matter,dressing of sides and levelling the bottom of trench to the extent required, utilising the avilable excavated earth locally for the work etc., complete in the following strata with all lead and lift as directed by the Engineer-in-charge .-do - Ordinary soil / all soil / hard soil in 0 - 3 mtr depth
23.12
-
2011.44
Ordinary rock comprising of lime stone,sand stone hard laterite, fissured rock,conglonerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. dia in any direction of more than 300mm: found lying loose on the surface or embeded in river bed, soil, talus,slope wash and terrace material of dissimilar origin with all lead and lift as directed by the Engineer-in-charge. -do 0 to 3 mtr depth
34.64
-
4018.24
Providing and laying in position plain cement concrete of mix 1:3:6 with OPC @ 220Kgs with 40mm and down size graded granite metal coarse aggregates @ 0.892 cum and fine aggregates @ 0.465 cum machine mixed, concrete laid in layers not exceeding 15 cms thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery, curing complete as per specifications with all lead and lift as directed by the Engineer-in-charge.
4.32
-
22916.74
Providing and laying in position reinforced cement concrete of design mix M20 with OPC@320Kg with 20 mm and down size graded granite metal corse aggregates at 0.69 cum and fine aggrigate at 0.46cum with super plasticizer at 3ltr conforming to IS 9103-1999 reafirmed -2008, machine mixed concrete laid in layers not exceeding 15cm thick, vibrated for all works in ground floor level for roof slabs, staircase, lintels and beams, retaining walls, return walls, walls (any thickness) including attached pilasteres column, pillers, posts, struts, buttresses,string or lacing course,parapets,coping,bed blocks, anchor blocks, plain window cills, fillets etc including cost of materials , labour, HOM, curing complete but excluding cost of reinforcement as per specifications with all lead and lift as directed by the Engineer-in-charge.
25.12
-
152975.78
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for columns, pillars, posts and strutts, square / rechangular / polygonal in plan including cost of material labour complete as per specifications with all lead and lift as directed by the Engineer-in-charge.
190.72
-
86968.32
Supplying and fabricating TMT steel bars of all sizes for reinforcements of RCC works including conveying steel to work spot including cleaning, straightening, bending, fabricating, placing in position and tying as per design including cost of binding wire, hoisting etc. complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
2.48
-
134205.2
Providing and fixing M.S. Inspection door of size 60 cms x 60 cms including M.S. frame, size 50x50x6 mm and shutters of 3 mm thickness with hinges at top and locking arrangements painting etc., complete with all lead and lifts as directed by engineer in charge.
8
-
14544
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation layers of 15 cms., thickness with Vibro rollers including disposing off the surplus earth with all lead and lift as directed by the Engineer in Charge.
57.76
-
5949.28
Construction of 3.0 LL Cap Pure water Sump at WTP Earthwork in excavation for foundations of structures by Mechanical Means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., complete with all lead and lift as directed by Engineer in charge .-do- Ordinary / All soils / Hard soil 0-3 mtr Depth
95.58
-
8315.46
-do- Ordinary rock comprising of lime stone,sand stone,hard laterite,fissured rock,conglonerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. Dia in any direction of more than 300mm: found lying loose on the surface or embedded in river bed,soil,talus,slope wash and terrace material of dissimilar origin with all lead & lift as directed by the by the Engineer in Charge. 0-3 mtr Depth
95.58
-
11087.28
'-Do- in hard rock by chisteling 0-3 mtr Depth
127.44
-
303944.4
Providing and laying Cement concrete 1 : 1.5 : 3 proportion for foundation (screed layer) with 20 mm and down size of approved gradation hard broken granite, trap, basalt or with any other approved hard aggregate including cost and conveyance of all materials including plywood / steel form work, machine mixing laying, tamping,vibrating curing etc., complete with all lead and lift as directed by Engineer in charge
19.91
-
113248.48
Providing and laying vibrated Cement concrete of M-30 Design mix proportion for RCC work with 20 mm and down size of approved gradation hard broken granite, trap, basalt or with any other approved hard aggregate including cost and conveyance of all materials including plywood/ steel form work, centering, scaffolding, cement mortar, plastering in CM 1:3 proportion 20 mm thick for inside with admixture of water proof compound of requisite proportion of approved quality including machine mixing, curing, making construction joints wherever necessary and giving satisfactory water proof testing etc., complete (excluding cost of reinforcement) for floor slab, resting on ground. (contractor will make his own arrangements for procuring water for testing) (Cement @ 400 Kgs) . complete with all lead and lift as directed by Engineer in charge
44.1
-
330062.04
--do-- for vertical side wall, alround effluent channel, baffels etc., complete with outisde form finishing (Cement @ 400Kgs) complete with all lead and lift as directed by Engineer in charge
32.99
-
442079.2
Providing and laying vibrated M30 design mix for R.C.C. Works using 20 mm and down size metal of approved gradation hard broken granite, trap, basalt or any other approved hard broken granite, including weight batch plant mixing cost and conveyance of all materials for RCC works in 15cms thick layers well compacted curing, with necessary plywood/steel form work, centering etc., smooth finishing to the expose faces in CM 1:4 proportion 12mm thick etc complete for main and secondary beams below & above floor level (Cement @ 400 Kgs) with all lead and lift as directed by Engineer in charge
7.6
-
55559.04
Providing and laying vibrated M30 design mix for R.C.C. Works with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate, including, cost and conveyance of all materials , including weigh batch plant mixing, centering, plywood/steel form work, scaffolding, cement mortar, tamping, curing,plastering in CM 1:3 proportion, 12mm. thick for inside surface etc complete (excluding cost of reinforcement) for RCC covering slab (Flat slab) --do-- for RCC dome with plastering outside and inside with CM 1:3 proportion 12mm thick (Cement @ 400Kgs)
14.56
-
236572.34
Supplying and fabricating TMT steel bars of all sizes for reinforcements of RCC works including conveying steel to work spot including cleaning, straightening, bending, fabricating, placing in position and tying as per design including cost of binding wire, hoisting etc. complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
3.5
-
189402.5
Providing and fixing M.S ladder between landing 45cms. wide using angle iron of size 65mm x 65mm x 10mm and 20 mm M.S bars at 25 cms centre to centre with necessary supports of same angle iron as directed including hand railling on both sides with25mm dia G.I pipes with angle iron props at 2 mtrs, interval and 0.5mtr, height including fixing in ground with C.C 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with all lead and lift etc., complete with all lead and lift as directed by Engineer in charge 65X65X8mm angle iron
8.5
-
15478.5
Providing and fixing R.C.C. finial and ventialators as per approved design and specification with form work and protected with wire mesh. The plinth to be of R.C.C. circular pillars and canopy with an ornamental finish at top. The first 22.50 Cms. height to be covered with RCC panelling as per detailed drawing etc., complete with all lead and lift as directed by Engineer in charge
1
-
5362.4
Providing and fixing M.S. Inspection door of size 60 cms x 60 cms. including M.S. frame, size 50 x 50 x 6 mm and shutters of 3mm thickness with hinges at top and locking arrangements painting etc., complete with all lead and lift as directed by Engineer in charge
1
-
1818
Providing and fixing guage with iron sheet of 3 mm to 4 mm thickness, 0.23 Mtr. width with copper floats indicators and flexible nylon wires, painting figures with approved enamelled paint etc.,complete with all lead and lift as directed by Engineer in charge Enammelled guage plate Upto 3.00 M depth
1
-
6773
Supplying & Fixing CI puddle flanges conforming to IS 7181-1986 with latest amendments in position for R.C.C. walls including hoisting and conveying them to work spot etc., complete with all lead and lift as directed by Engineer in charge 150mm dia for connecting pipe and scour pipe
2
-
9794
Providing and fixing 150mm dia duck foot bend for inlet pipe conforming to relevant ISS with latest amendments with all lead and lift as directed by Engineer in charge
2
-
9794
Supplying, laying of CI flanged pipe true to line / hoisting of CI flanged pipe conforming to IS7181-1986 with latest amendments in position and aligning to correct plumb including cost of jointing material conveying to work spot etc., complete with all lead and lift as directed by Engineer in charge 150mm dia
25
-
91400
Supply and delivery of resiliient seated soft sealing Sluice valves with body,bonnet of ductile iron of grade GGG40 /50, wedge fully rubber lined with EPDM and seats of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/DIN 3202 F4/f5. The stem sealing should be with toroidal sealing rings(minimum 2 'O' rings) All the valves should be with Electrostatic powder coating both inside and outside with pocket less body passage . The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS etc complete with all lead and lift as directed by Engineer in charge 400 mm diaI sluice valve PN1.0
2
-
267734
Refilling pipeline trenches and foundation with selected abailable earth from trench excavation and foundation including watering, consolidation in layers of 15 cms. thickness with Vibro rollers including disposing off the surplus earth complete with all lead and lift as directed by Engineer in charge
162.34
-
16721.02
Providing and finishing external walls in two coats of water proof cement paint of approved brand and shade over one coat of primer including scrapping the surface with wire brushes etc., before removal of scaffolding for OHT / GLSR and cleaning of paint stains wherever necessary with all lead and lift as directed by Engineer in charge
180.26
-
33348.1
Construction of RCC valve chamber Earthwork in excavation for foundations of structures by Mechanical Means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required,utilising the available excavated earth locally for the work etc., complete with all lead and lift as directed by Engineer in charge -do- in ordinary / all soils / hard soil
4.1
-
356.7
-do- Ordinary rock comprising of lime stone,sand stone,hard laterite,fissured rock,conglonerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. Dia in any direction of more than 300mm: found lying loose on the surface or embedded in river bed,soil,talus,slope wash and terrace material of dissimilar origin with all lead & lift as directed by the by the Engineer in Charge.
6.14
-
712.24
Providing and laying in position plain cement concrete of mix 1:3:6 with OPC @ 220 Kgs, with 40mm and down size graded granite metal coarse agrregates @ 0.892 cum and fine agreegate @ 0.465 cum machine mixed , concrete laid in layers not exceeding 15 cms thick, well compacted, in foundation including cost of all materials, labour, HOM, curing complete as per specifications with all lead and lift as directed by the Engineer in Charge
0.76
-
4322.9
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @320Kg with 20 mm and down size graded granite metal corse aggrigates at 0.69cum and fine aggrigate at 0.46cum with super plasticizer at 3ltr confirming to IS 9103-1999 reafirmed -2008, machine mixed concrete layed in layers not exceeding 15cm thicvk, vibrated for all works in foundation plinth for footing, pedastals, retaining walls, return walls, walls (any thickness), including attached pilasteres, column pillers posts, struts, buttresses, bed blocks, anchor blocks and plinths etc including cost of all material , labor, HOM of machinary, curing complete as per specifications with all lead and lift as directed by Engineer in charge
5.5
-
41164.2
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness including attched pilasters buttresses plinth cills and string courses cost of all material labour complete as per specifications with all lead and lift as directed by Engineer in charge
50.24
-
22557.76
Supplying and fabricating TMT steel bars of all sizes for reinforcements of RCC works including conveying steel to work spot including cleaning, straightening, bending, fabricating, placing in position and tying as per design including cost of binding wire, hoisting etc. complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
0.34
-
18399.1
Providing and fixing M.S. Inspection door of size 60 cms x 60 cms including M.S. frame, size 50x50x6 mm and shutters of 3mm thickness with hinges at top and locking arrangements painting etc.,complete with all lead and lift as directed by Engineer in charge
2
-
3636
Refilling pipeline trenches and foundation with selected abailable earth from trench excavation and foundation including watering, consolidation in layers of 15 cms. thickness with Vibro rollers including disposing off the surplus earth complete with all lead and lift as directed by Engineer in charge
10.24
-
1054.72
Construction of Compound wall for WTP -360 mtr Earth work excavtation for foundations of structures by mechanical means as per drawing and technical specification, including setting out, construction of shoring, struttung, danger lighting, bracing, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., complete in the following strata as directed by the Engineer-in-charge 0-3 mtr Depth -do- in ordinary / all soils / hard soil
81.6
-
7099.2
-do- Ordinary rock comprising of lime stone,sand stone,hard laterite,fissured rock,conglonerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. Dia in any direction of more than 300mm: found lying loose on the surface or embedded in river bed,soil,talus,slope wash and terrace material of dissimilar origin with all lead & lift as directed by the by the Engineer in Charge. 0-3 mtr Depth
81.6
-
9465.6
-Do- Hard rock -Any rock excavation by using mechanical plant / machinery with all lead & lift as directed by the by the Engineer in Charge. 0-3 mtr Depth
108.8
-
73657.6
Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs,with 40mm and down size graded granite metal, Coarse aggregates @ 0.892cum and fine aggregate @ 0.465 cum,machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery, curing complete as per specifications with all lead & lift as directed by the Engineer in Charge.
40.8
-
216435.84
Providing and laying in position reinforced cement concrete of design mix M20 with OPC@320Kg with 20 mm and down size graded granite metal corse aggregates at 0.69 cum and fine aggrigate at 0.46cum with super plasticizer at 3ltr conforming to IS 9103-1999 reafirmed -2008, machine mixed concrete laid in layers not exceeding 15cm thick, vibrated for all works in ground floor level for roof slabs, staircase, lintels and beams, retaining walls, return walls, walls (any thickness) including attached pilasteres column, pillers, posts, struts, buttresses,string or lacing course,parapets,coping,bed blocks, anchor blocks, plain window cills, fillets etc including cost of materials , labour, HOM, curing complete but excluding cost of reinforcement as per specifications with all lead and lift as directed by the Engineer-in-charge.
0.86
-
5237.23
Supplying and fabricating TMT steel bars of all sizes for reinforcements of RCC works including conveying steel to work spot including cleaning, straightening, bending, fabricating, placing in position and tying as per design including cost of binding wire, hoisting etc. complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
0.09
-
4870.35
Providing and constructing granite / trap/ basalt size stone masonry in foundation with cement mortar 1:6 stones hammer dressed in courses not less than 20 cms high, bond stones at two m. apart in each course including cost of all materials, labour, complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
145.8
-
708121.44
Providing and laying in position plain cement concrete of mix 1:2:4 with OPC @ 240 Kgs, with 20 mm and down size graded granite metal, course aggregates @ 0.878 cum and fine aggregates @ 0.53 cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
25.01
-
140296.1
Providing and constructing Burnt Brick Masonry with approved quality of non-modular bricks of standard size of class designation 3.5 Newton per Sqm with cement mortar 1:6 including cost of material, labour charges, scaffolding, curing complete as per specification with all lead and lift as directed by the Engineer-in-Charge.
74.56
-
469161.34
Providing 12 mm thick cement plaster in single coat with cement mortar 1:6 to brick masonry including rounding off corners wherever required smooth rendering: providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
608.58
-
115630.2
Providing and finishing external walls two coats with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
651.19
-
66421.38
Providing and fixing M. S. Grill work for windows and ventilators weighing 21Kg/sqm using M.S. flats or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
498
-
47310
Providing Service Road at WTP -120mtr Earthwork in surface excavation soil for levelling and lowering the groung manually (Other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables) and removing the excavated stuff, excavated surface levelled and neatly dressed, disposed earth to be levelled including breaking of clods neatly dressed as per Sepecifications with all lead and lift as directed by the Engineer-in-Charge. -do- In hard soil.
180
-
62820
Providing, laying, spreading and compacting the stone aggregates of granite / trap / basalt of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing rolling with 3 wheeled steel / vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill the interstices of coarse aggregates, watering and compacting to the required density complete as per specification with all lead and lift as directed by the Engineer-in-Charge. by manual means Type A13.2mm for grading II
67.5
-
160582.5
Providing, laying, spreading and compacting the stone aggregates of granite / trap / basalt of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing rolling with 3 wheeled steel / vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill the interstices of coarse aggregates, watering and compacting to the required density complete as per specification with all lead and lift as directed by the Engineer-in-Charge. by manual means Type B11.2mm for grading III
67.5
-
171787.5
Providing and applying primer coat with SS Bitumen emulsion on prepared surface of granular base such as WBM, WMM, including cleaning of road suface and spraying primer at the rate of 0.6 kg/ sqm using mechanical means complete as per specifications with all lead and lift as directed by the Engineer-in-Charge.
450
-
15300
Providing and laying Bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding coarse including loading of aggregates with F.E loader hot mixing of stone aggregates and bitumin hot mix plant , transporting the mixed material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by smooth wheeled vibratory & tandem rollers to achieve the desired density,but excluding cost of primer / tack coat & including lead,lift and cost of all materials,labour,HOM complete as per specifications with all lead and lift as directed by the Engineer-in-Charge. -D0- using 120 TPH Capacity Ashphalt batch mix plant with sensor paver Gr.-1(80mm to 100mm) with 3.3% VG-30 Bitumen
22.5
-
138420
Providing and laying seal coat for sealing the voids on bituminous surface laid to the specified levels, grade and cross fall manually and rolling with power roller 8-10 tonne capacity including cost of all materials, labour,HOM complete as per the specifications with all lead and lift as directed by the Engineer-in-Charge. , -Do- Type A , using graded aggregates 6.7mm and down size at 0.009 cum / sqm with Bitumen binder VG-10(80 / 100 grade)at 0.98Kg / sqm
450
-
26100
Providing, Laying and Jointing 300mm DI K-7 class &250, 200,160, 110, 90 and 75mm dia HDPE pipe distribution system inTavaragera town Cutting road surface for pipeline trenches and disposing off the excavated stuff including barricading, danger lighting etc. complete, in the following classifications with all lead and lift as directed by the Engineer in Charge. -do- Cutting Macadam Road
4260
-
1473960
-do- Cutting Asphalt Road
1336.8
-
848868
-do- Cutting Cement Concrete Road
2965.68
-
3778276.32
Earth work excavation for pipeline trenches (except building works) including depositing on bank including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary etc. complete as directed in the following strata with all lead and lift as directed by the Engineer-in-Charge 0 to 2 M depth -do -In all soils mixed with boulders upto 30 cms size and exclusive of disintegrated rock.
20287.15
-
5315233.3
-do- in disintegrated rock, soft rock, soft shale, medium hard rock comprising of Lime stone, sand stone, hard shale, shiest, fissured rock without resorting to blasting.0 to 2 M depth
12172.29
-
7205995.68
-do- Hard rock by chistelling 0 to 2 M depth
8114.86
-
19353941.1
Providing Murrum / Gravel Bedding for the pipeline trenches including watering and consolidation by punners etc., complete (In Black cotton soil and rock reaches) with all lead and lift as directed by the Engineer-in-Charge
11287.66
-
2923503.94
Supplying HDPE pipes conforming to IS 4984:2016 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, including encasing the pipe around to a depth not less than 15cms with soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant ISS including testing and commissioning. The rate is inclusive of required specials and fittings etc.,complete (Contractor will make his own arrangement for procuring water for testing) with all lead and lift as directed by the Engineer in Charge. -do -75mm dia (PE100, PN-8)
35138.2
-
6899385.57
-do- 90mm dia (PE100, PN-8)
7201
-
1882701.45
-do- 110mm dia (PE100, PN-8)
5938
-
2163510.3
-do- 160mm dia (PE100, PN-8)
5672.2
-
4032083.37
-do- 200mm dia (PE100, PN-8)
5548
-
5971035
-do- 250mm dia (PE100, PN-8)
837
-
1392098.4
Supplying Ductile Iron pipes conforming to IS 8329:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of DI pipes and specials, (including cost of specials) with rubber gaskets including cleaning the socket and spigot ends with soap solution and applying soft soap to the spigot and socket ends before insertion of rubber gaskets, jacking and fixing in perfect conditions including cost of soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS including cost of jointing materials. (Contractor will make his own arrangements for procuring water for testing) with all lead and lift as directed by the Engineer in Charge. 300mm dia K-7
185
-
589548.75
Manufacturing, providing, transporting, rolling, lowering, laying and jointing, testing, commissioning of MS specials of minimum 8mm thick, conforming to IS 7322:1985 with latest amendments, perfect linking and welding of joints to correct position including cost and conveyance of materials, cost of all labour and giving satisfactory hydraulic test as per IS 3589: 2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coats of food grade epoxy painting of approved make with each coat 250 microns thick (after dry) over one coat of food grade epoxy primer of approved make with minimum of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50mmx50mm weld mesh including loading and unloading of pipes for the following category to suit PSC/MS/DI / PVC pipes. (The weight of the MS shell only be considered before lining and coating for arriving at the rate). The thickness of plate will be specified by the Engineer. (contractor will make his own arrangement for procuring water for testing) Upto & Inclusive of 500mm dia of pipe with all lead and lift as directed by the Engineer in Charge.
1500
-
244500
Supply and delivery to work site, loading, unloading, stacking and fixing of Resilient seated soft sealing Sluice valves with body, bonnet of ductile iron of Grade GGG40 / 50 , wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vaccum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/DIN/3202 F4/F5. The stem sealing should be with toroidal sealing rings (Minimum 2 O-rings). All the valves should be with Electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers etc., complete with all lead and lift as directed by the Engineer in Charge. -do- 80mm dia PN 10
35
-
299320
-do-100mm dia PN 10
12
-
130056
-do- 150mm dia PN 10
12
-
227580
-do- 200mm dia PN 10
11
-
330902
-do- 250mm dia PN 10
5
-
226375
-do- 300mm dia PN 10
2
-
127664
Supply,conveying to worksite,loading,unloading,stacking and fixing of single chamber triple function tamper proof (Both the orifices to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40 / 50. All internal parts such as float, shell etc., all cover bolts of austenitic alloy / SS 304, Dn 50 float of HOSTAFLON / SS 304 and gaskets and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valve shall have drain plug of not less than 15mm nominal pipe thread complete with all lead and lifts. The valves should be designed for all the three function i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. with all lead and lift as directed by the Engineer in Charge. -Do- 80mm dia PN 10
8
-
183968
-Do- 100mm dia PN 10
5
-
153360
Supply and fixing of DI double flanged wafer type (concentric) / double eccentrically disc, buttetfly valves confirming to DIN 355 / IS 13095 with renewable soft seal on the disc and body sheet face of nickel weld overlay microfininshed / integral sheet with power or liquid epoxy coating with minimum thickness of 250 moicrons applied on both body with disc inside and outside. Face to face dimensions as per EN 558-1 basic series 14 (DIN 3203 F4) or AWWAC 504 :80 or BS 5155 or IS 13095. The valve shall be supplied along with the required no of standard make galvonized bolts and nuts. The flange drilling standard is IS 1538. Hence drilling of hole in the valves shall matched with the pipe flange drilling standard. The valves are to be suitable for burried operation with the gear box sealed and lubricated for life time operation with all lead and lift as directed by the Engineer in Charge. 50mm dia PN 1.0
8
-
69232
80mm dia PN 1.0
17
-
162673
100mm dia PN 1.0
20
-
240260
Providing and laying CC 1:2:4 proportion (excluding cost of reinforcement) with 20mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard aggregate including cost and conveyance of all materials and placing the same above or below ground level including plywood / steel form work, machine mixing, laying, tamping, curing, etc., complete including smooth finishing the exposed faces with CM 1:4 proportion 12mm thick wherever necessary, form work etc., complete for Anchor Blocks / Thrust Blocks with all lead and lift as directed by the Engineer in charge.
247.3
-
1573513.02
Supplying and fabricating TMT steel bars of all sizes for reinforcement of RCC works including cleaning straightening, bending, fabricating, placing in position, tieing as per designs including cost of binding wire hoisting all lifts etc., complete with all lead and lift as directed by the Engineer in charge.
19.78
-
1070394.7
Supply and fixing RCC pre-cast cover slab of size 0.8X0.8X0.15 of M-25 design mix concrete with 12mm steel at 120mm c/c both ways over gate valve extension spindle etc., with central opening alloy with lead for smooth operation comple with all lead and lifts as directed by the Engineer-in-Charge.
60
-
113640
RCC valve Chamber for installation of bulk water meters 1.5x 1.5m- Earth work excavation by manual means for pipeline trenches (except building works) including depositing on bank including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 meters wherever necessary as directed in the following strata with all lead and lift as directed by the Engineer in charge. do- in all soils mixed with boulders upto 30cms size and exclusive of disintegrated rock 0 to 2 mtr depth
15
-
3930
-Do- in disintegrated rock, soft rock, soft shale, medium hard rock comprising of Lime stone, sand stone, hard shale, shiest, fissured rock without resorting to blasting with all lead and lift as directed by the Engineer in charge. O to 2 Mtr depth
11.25
-
6660
-do- in Hard rock by chistelling O to 2 Mtr depth
11.25
-
26831.25
Providing and laying in position plain cement concrete of mix 1:3:6 with OPC @ 220 Kgs, with 40mm and down size graded granite metal coarse aggregates @ 0.892 cum and fine agreegate @ 0.465 cum machine mixed , concrete laid in layers not exceeding 15 cms thick, well compacted, in foundation including cost of all materials, labour, HOM, curing complete as per specifications with all lead and lift as directed by the Engineer in charge.
2.19
-
11681.02
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @320Kg with 20 mm and down size graded granite metal corse aggrigates at 0.69cum and fine aggrigate at 0.46cum with super plasticizer at 3ltr confirming to IS 9103-1999 reafirmed -2008, machine mixed concrete layed in layers not exceeding 15cm thicvk, vibrated for all works in foundation plinth for footing, pedastals, retaining walls, return walls, walls (any thickness), including attached pilasteres, column pillers posts, struts, buttresses, bed blocks, anchor blocks and plinths etc including cost of all material , labor, HOM of machinary, curing complete as per specifications with all lead and lift as directed by Engineer in charge
13.02
-
75331.12
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for columns pillars, post and struts, square /rectangular / polygon in plan including cost of all material labour complete as per specifications with all lead and lift as directed by the Engineer in charge.
90.51
-
41272.56
Supplying and fabricating TMT steel bars of all sizes for reinforcement of RCC works including cleaning straightening, bending, fabricating, placing in position, tieing as per designs including cost of binding wire hoisting all lifts etc., complete with all lead and lift as directed by the Engineer in charge.
1.29
-
69808.35
Providing and fixing M.S. Inspection door of size 60 cms x 60 cms. including M.S. frame, size 50 x 50 x 6 mm and shutters of 3mm thickness with hinges at top and locking arrangements,painting etc., complete with all lead and lift as directed by the Engineer in charge.
3
-
5454
Refilling the pipeline tranches and foundation with selected available earth from trench excavation and foundation including watering consolidation in layers of 15 cms. thickness with vibro rollers including disposing off the surplus earth with all lead and lift as directed by the Engineer in charge.
37.5
-
3862.5
RCC valve Chamber for installation of bulk water meters 1.2x 1.2m- Earth work excavation by manual means for pipeline trenches (except building works) including depositing on bank including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 meters wherever necessary as directed in the following strata with all lead and lift as directed by the Engineer in charge. do- in all soils mixed with boulders upto 30cms size and exclusive of DIR 0 to 2 mtr depth
52.02
-
13629.24
-Do- in disintegrated rock, soft rock, soft shale, medium hard rock comprising of Lime stone, sand stone, hard shale, shiest, fissured rock without resorting to blasting with all lead and lift as directed by the Engineer in charge. O to 2 Mtr depth
39.06
-
23123.52
-do- in Hard rock by chistelling O to 2 Mtr depth
39.06
-
93158.1
Providing and laying in position plain cement concrete of mix 1:3:6 with OPC @ 220 Kgs, with 40mm and down size graded granite metal coarse aggregates @ 0.892 cum and fine agreegate @ 0.465 cum machine mixed , concrete laid in layers not exceeding 15 cms thick, well compacted, in foundation including cost of all materials, labour, HOM, curing complete as per specifications with all lead and lift as directed by the Engineer in charge.
9.72
-
51844.54
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @320Kg with 20 mm and down size graded granite metal corse aggrigates at 0.69cum and fine aggrigate at 0.46cum with super plasticizer at 3ltr confirming to IS 9103-1999 reafirmed -2008, machine mixed concrete layed in layers not exceeding 15cm thick, vibrated for all works in foundation plinth for footing, pedastals, retaining walls, return walls, walls (any thickness), including attached pilasteres, column pillers posts, struts, buttresses, bed blocks, anchor blocks and plinths etc including cost of all material , labor, HOM of machinary, curing complete as per specifications with all lead and lift as directed by Engineer in charge
56.52
-
327013.42
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for columns pillars, post and struts, square /rectangular / polygon in plan including cost of all material labour complete as per specifications with all lead and lift as directed by the Engineer in charge.
429.12
-
195678.72
Supplying and fabricating TMT steel bars of all sizes for reinforcement of RCC works including cleaning straightening, bending, fabricating, placing in position, tieing as per designs including cost of binding wire hoisting all lifts etc., complete with all lead and lift as directed by the Engineer in charge.
5.58
-
301961.7
Providing and fixing M.S. Inspection door of size 60 cms x 60 cms. including M.S. frame, size 50 x 50 x 6 mm and shutters of 3mm thickness with hinges at top and locking arrangements,painting etc., complete with all lead and lift as directed by the Engineer in charge.
18
-
32724
Refilling the pipeline tranches and foundation with selected available earth from trench excavation and foundation including watering consolidation in layers of 15 cms. thickness with vibro rollers including disposing off the surplus earth with all lead and lift as directed by the Engineer in charge.
129.96
-
13385.88
Refilling the pipeline tranches and foundation with selected available earth from trench excavation and foundation including watering consolidation in layers of 15 cms. thickness with vibro rollers including disposing off the surplus earth with all lead and lift as directed by the Engineer in charge.
40574.3
-
4179152.9
Road restoration Providing, laying, spreading and compacting crushed stone aggregates of granite /trap / basalt of specific sizes to Water Bound Macadam specifications including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel / vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per specifications.etc., complete with all lead and lift as directed by the Engineer-in-Charge '-do -Crushable type such as Moorum or Gravel for Grading - II
2130
-
4843620
Providing, laying, spreading and compacting crushed stone aggregates of granite /trap / basalt of specific sizes to Water Bound Macadam specifications including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel / vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per specifications.etc., complete with all lead and lift as directed by the Engineer-in-Charge '-do- Crushable type such as Moorum or Gravel for Grading - III
2130
-
4945860
Providing and applying tack coat using 80/100 grade bitumen (VG-10) in boiler fitted with spray set distributor at the rate of 0.25kg per sqm on the existing prepared bituminous surface (Primed surface) cleaned with mechanical broom complete as per specifications complete as per specifications etc., complete with all lead and lift as directed by the Engineer-in-charge
13368
-
160416
Providing and laying bituminous macadam on prepared surface with crushed course aggregates as per design mix formula for base / binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material in tipper to paver and laying of mixed materials with paver finisher to the required level and grade, rolling by smooth wheeled,vibratory and tandem rollers to achieve the desired density, but excluding cost of primer / tack coat and including lead, lift and cost of all materials, labour, HOM complete as per specifications with all lead and lift as directed by the Engineer-in-charge -Do- Using 120 TPH capacity Asphalt batch mixing plant with sensor Paver Gr-I (80mm to 100mm) with 3.3%VG-30 Bitumen with all lead and lift as directed by the Engineer-in-charge
1069.44
-
6579194.88
Providing and laying 20mm thick mix seal surfacing type 'B' on prepared surface in a single course composed of specified graded crushed aggregates 5.6mm to 13.2mm size 0.027 cum / sqm premixed with bitumen binder at 1.90 kg/sqm of VG-30 (60/70) in a minimix plant 6/10 tonne capacity, laying manually and rolling with power roller 8-10 tonne excluding cost of tack coat including cost of all materials, labour, HOM complete as per specifications with all lead and lift as directed by the Engineer-in-charge
13368
-
2245824
Providing and laying in position plain cement concrete of mix 1:2:4 with OPC @ 240Kgs with 20mm and down size graded granite metal coarse aggregates @ 0.878 cum and fine aggregates @ 0.53cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, plinth & cills, including cost of all materials, labour, HOM, curing etc complete as per specifications with all lead and lift as directed by the Engineer-in-charge
1853.55
-
10397674.08
Shifting / dismantling / re-constructions of public utilities, like structures and drains etc., Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material complete as per specifications with all lead and lift as directed by the Engineer-in-charge ' -do for Rubble Stone Masonry in cement mortor
159
-
55809
- do for Lime / cement concrete.I. by manual means :B Cement concrete grade M15 & M20
54
-
30078
-do- C. pre-stressed / reinforced cement concrete grade M20 and above
48
-
76272
Providing and constructing granite / trap / basalt size stone masonry in foundation with cement mortar 1:6 stone hammered dressed in courses not less than 20 cms high, bond stones at 2 m. apart in each course including cost of materials, labour, curing complete as per specifications with all lead and lift as directed by the Engineer-in-charge.
85
-
412828
Providing and laying C.C. 1:1.5:3 proportion for foundation (Screed layer) with 20 mm and down size of approved gradation hard broken granite, trap basalt or with any other approved hard aggregate including cost and conveyance of all materials including plywood / steel form work, machine mixing, laying, tamping, curing etc., complete with all lead and lift as directed by the Engineer-in-charge.
44.25
-
251694.88
Providing and laying in position reinforced cement concrete of design mix M20 with OPC@320Kg with 20 mm and down size graded granite metal corse aggregates at 0.69 cum and fine aggrigate at 0.46cum with super plasticizer at 3ltr conforming to IS 9103-1999 reafirmed -2008, machine mixed concrete laid in layers not exceeding 15cm thick, vibrated for all works in ground floor level for roof slabs, staircase, lintels and beams, retaining walls, return walls, walls (any thickness) including attached pilasteres column, pillers, posts, struts, buttresses,string or lacing course,parapets,coping,bed blocks, anchor blocks, plain window cills, fillets etc including cost of materials , labour, HOM, curing complete but excluding cost of reinforcement as per specifications with all lead and lift as directed by the Engineer-in-charge.
102
-
637765.2
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness above 200mm including cost of all materials, labour complete as per specifications complete with all lead and lift as directed by the Engineer-in-charge.
160
-
71840
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters,butress,plinth cills and string cources including cost of all materials, labour complete as per specifications complete with all lead and lift as directed by the Engineer-in-charge.
135
-
48600
Supplying and fabricating TMT steel bars of all sizes for reinforcement of RCC works including conveying steel to workspot with all lead including cleaning, straightening, bending, fabricating, placing in position, tieing as per designs including cost of binding wire hoisting all lift etc., complete with all lead & lift as directed by Engineer in charge.
23.65
-
1279819.75
Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (including cost of specials) with jointing of approved type, with all labour, including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) with all lead and lift as directed by the Engineer-in-charge. 25 - 10 Kg/cm2 (Class5)
5000
-
220000
--do for 75 - 6 Kg/cm2 (Class3)
1500
-
210000
--do for 90 - 6 Kg/cm2 (Class3)
2000
-
362000
--do for 110 - 6 Kg/cm2 (Class3)
1200
-
301200
--do for 160 - 6 Kg/cm2 (Class3)
1000
-
435000
Supply, erection and commissioning of approved make Battery operated full bore Electro-magnetic flowmeter with GSM conforming to relavant ISS with latest amendements as per the specification etc., complete with all lead and lift as directed by the Engineer in charge. Note:- The Construction drawing & QAP shall be got approved from the competent authority before execution '--do for 250mm dia - 10 KSC
3
-
673440
Supply at site Reducer/expander of 6mm/8mm thickness with smaller dia end flanged to suit the flowmeter flanges and the larger dia end finished for welding to the pipe. The conical angle of the reducer /expander should not exceed 10 degrees. The reducer/expander should coated with paint on both inside and outside with all lead and lift as directed by the Engineer-in-charge.
30
-
4650
Erection of flow meter Inline with transmission main after cutting the main, fixing reducers/expanders by welding or using fastners with packing as the case may be etc complete. Installation of signal convertor with necessary electrification and commissioining the meter with all lead and lift as directed by the Engineer-in-charge.
3
-
48000
Supply and delivery of DI Pressure Controlling Valves with Isolation Sluice valves of Board approved make. The valves should be of vacuum tight and 100% leak proof. All the valves should be with Electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers of approved brand. Extended spindle of MS rod with HDPE casing labour charges for jointing and fixing valve as per and fittings like Tees, Reducers, bends etc with all lead and lift as directed by the Engineer in charge. '-do for 150mm dia PN 16
6
-
2006298
Supplying, installing and commissioning of Pressure monitoring point (PMP) which includes supply, fixing and installation of dual channel data logger with in built battery, C/W flexible pressure lose and quick fit connector and Xllog digital cable (bare wire) with required accessories, required size of electro fusion saddle and compression elbow consumables etc., with all lead and lift as directed by the Engineer-in-Charge.
6
-
480000
Altitude valve to maintain a constant (adjustable) level. If the water is drawn from the reservoir, head pressure is lowered and the main valve opens. Hydraulically operated main valve with pilot valve In control circuit - range of control valve : 4 - 21 mWc - including manometer start - up tool and visual position indicator - high capacity filter with inspection glass and ball valve for manual drain of the filter - face to face length : 480 mm - flange dimensioned and drilled acc to EN 1092-2 PN 10 medium: water range of temperature : upto 50 deg C material main valve : body parts of ductile cast iron EN-JS1030 (GGG-40 /50 ) seat and control device made of stainless steel - valve sealing and diaphragm made of EPDM material control circuit and pilot valve : all functional parts made of EPDM high capacity filter made of stainless steel, inspection glass made of pressure resistant polypropylene Corrosion protection: inside and outside epoxy coated, colour : blue, RAL 5005 etc., with all lead and lift as directed by the Engineer-in-Charge. '- do for 200 mm dia DI. Valve. PN-16
3
-
2002428
Providing & laying reinforced cement concrete pipes NP-2 for culverts including pointing ends & fixing collars with CM 1:2 including cost of all materials, labour, HOM, curing complete as per specifications with all lead and lift as directed by the Engineer-in-Charge. '- do for 150mm dia
500
-
195500
- do for 250mm dia
1000
-
527000
Providing & fixing DI dismantling joints conforming to relavant ISS with latest Ammendments with all lead and lift as directed by the Engineer in charge. -do -DN150 PN 10
15
-
95070
-do -DN200 PN 10
10
-
82950
Providing & fixing DI Flanged adopters etc., complete conforming to relavant ISS with latest Ammendments with all lead and lift as directed by the Engineer in charge. -do- DN 150
15
-
30300.6
-do- DN 200
10
-
27782.1
Detector Tape for HDPE Pipes It should detect & identify the burried HDPE PIPE & the tape should be 3" wide, green in colour & should be of written lettered message "CAUTION" over it repeating at every 0.5m c/c.Detector tape should be laid 0.6m above the pipe line.It should consist of Aluminium foil encased between two layers of virgin polyethelene plastic with all lead and lift as directed by the Engineer in charge.
54134.4
-
487209.6
Supplying, Installing, testing and commissioning of 63 mm dia double headed Gun metal Hydrant Valve with flanged inlet 2 Nos. stop valve, spindle and cast iron hand wheel. It has a 2 Nos female instantaneous outlet with blank cap and is hydrostatically tested to 21 Kgf/cm2 pressure having a flow rate of 900 LPM at 7 Kgf/cm2 of pressure confirms to IS : 2190 with blank cap and wheel as per IS 5290 including cost of materials,labour,HOM etc.complete with all lead and lift as directed by the Engineer in charge.
3
-
30375
Chlorination plant (Gravity feed type) Chlorination plant shall be of 0 - 5 Kg/hr size and have open design. Due to open design more specious arrangement for all parts shall be made which shall be very helpful for easily accessible for control, adjustment and replacement or repairs of parts.Material of Construction:Components required for Chlorination plant shall be as described for individual component as below and shall be erected as per drawing.1) Cylinder connecting pipe both end connect with brass nut and nipple 4 to 5 feet copper pipe both end connect with brass nut and nipple.2) Primary filter made from chemically treated PVDF rod which resist 10 Kg/cm2 pressure. Inside of rod MS pipe of 25 mm shall be fixed and inside MS pipe necessary glass wool shall be filled which will be helpful to arrest all possible chlorine impurities with necessary moisture glass tube and PVC nut.3)Diaphragm type pressure gauge shall be with teflon packing having range 0 - 14 Kg/cm2 / 0 - 200 psi.4) Chlorine control valve / needle valve shall be made from brass and having ISI and explosive test.5)Gas bend pipe shall be of PVC chemically treated 20mm dia pipe to resist 10 Kg/cm2 pressure from primary filter to secondary filter.6) Secondary filter shall be made from chemically treated PVC rod of 63 mm dia which resist moisture by having inside glass wool and having glass non return valve, PVC moisture nut and moisture glass tube.7) Gas bend having glass Non-return valve (PVC NRV bend) to connect secondary filter and mixing chamber made from 20 mm pipe PVC.8) Mixing chamber is made from 90 mm chemically treated PVC pipe, borosilicate glass tube of 75 mm dia, glass orifice tube, rubber O ring and rubber bush.9) PVC T with diaphragm valve for inlet of water and drainage of chlorinated wastage from mixing chamber shall be fixed at bottom of mixing chamber.10) PVC water bend made from chemically treated PVCpipe of 20 mm dia and connect mixing chamber and solutionizer.11) PVC solutionizer made from PVC pipe of 63 mm dia and bottom - outlet connection to join chlorine solution line.12) Panel board from phylum sheet - thickness 7 to 8 mm / size - 36" x 18".etc.with all lead and lift as directed by the Engineer in charge.
1
-
32000
Supply, Erection and testing of Chlorine tonner cylindrical in shape including Chlorine toner of 930Kg capacity conforming to relavant ISS with latest ammendments with all lead and lift as directed by the Engineer in charge.
2
-
184000
Filling of cylindrical Chlorine tonner with all lead and lift as directed by the Engineer in charge.
2
-
45000
Providing House Serivce Connections -3600 No's Supply installation of water connections to individual houses upto water meter point (which shall be fixed about one meter from consumer boundary) and includes civil works like earth work excavation for pipeline trenches for laying of MDPE/ GI Pipes for the house connections in all type of soils , disintigrated rock, hard rock, soft rock, including cutting of any road using machine cutter, crossing drains, compound, cutting any surfaces along with pipeline such as tiles /floor/ concrete or any other surface using machine cutter boring the wall surface comprising of BBM or SSM for conveying the pipeline to consumer property ,restoring the damaged portions inside or outside the property premises refilling etc complete. Supply and laying of MDPE PE80, PN12.5 pipes with specials such as electrofussion tapping Tee or saddles of Virgin coumponded PE 100 material, black color of pressure rating PN 16/ SDR11 or higher grade of approved make confirming to standard specifications with brass cutter ,flow regulator ,water tight cap with "O" rings, long spigot, cutting edges for making hole/ tapping suitable HDPE distibution mains by electrofusion welding as per BS EN 12201-3 and EN 1555-3 standards. The product should be tested to comply with BS 6920 for drinking water service in WRC-NSF, UK and DVGW certificate, Germany.Tapping Tee or saddles with coupler and compression fittings with cost of GI pipes, all specials such as GI Tee, GI Elbow, GI Coupler,Stopper etc and brass or SS tap shown in the drawings with all lead and lift as directed by the Engineer-in-Charge. -do- For 20mm dia
3600
-
21664800
Supply and fixing of HDPE water meter box with locking arrangments with protect the water meter of class 'B" Multijet type of size 15 to 32 mm including HDPE box with base dia 300mm x lid dia 200mm x height 250mm with openable lid and the cover is buried below GL with lid flush with GL including earth work excavation for 600mm x 600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12-20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height, disposal of excess earth etc complete as per drawing enclosed with all lead and lift as directed by the Engineer-in-Charge. ,
3600
-
1800000
Supplying and fixing multijet Class B inferential type ,AMR compatable water meters with IP 68 projection totaliser conforming to IS 779 with its latest amendments of following size to service connections including conveying and fixing of necessary G.I. specials etc. complete with all lead and lift as directed by the Engineer-in-Charge. For 20mm dia
3600
-
9482400
Providing and fixing in position brass ball valve high or low pressure with plastic float of approved quality nominal bore including cost of all materials, labour and HOM with all leads complete as per specifications with all lead and lift as directed by the Engineer-in-Charge. For 20mm dia
3600
-
1292400
Providing,laying and jointing of 323.9, 273.1 mm dia and 219mm,5.60mm thick Pure Water Rising Main (Feedermain) to Proposed & Existing OHT'S in Town Clearing and grubbing road land including uprooting rank vegetation,grass,bush,shrubs,sapling and tree of girth 300 mm , by manual means,in area of light jungle,removal of stumps,disposal of unservisible materials, stacking of servicible materials labour charges complete as per specifications with all lead and lift as directed by the Engineer in Charge
17730
-
177300
Earth Work in excavation for pipe line tranches beyond 600mm and upto 1500 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading,danger lighting, bracing, using sight rails & boning rods at every 100 meters wherever necessary as directed ,removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the avilable excavated earth locally for the work erc., complete in the following strara with all lead and lift as directed by the Engineer in Charge '-do - In ordinary /All soils / Hard soil ( depth Up to 3m)
4839
-
522612
-do Ordinary rock comprising of lime stone,sand stone,hard laterite,fissured rock,conglomerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. Dia in any direction of more than 300mm: found lying loose on the surface or embedded in river bed,soil,talus,slope wash and terrace material of dissimilar origin with all lead & lift as directed by the by the Engineer in Charge. 0-3 mtr depth
4839
-
696816
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant. 0 - 3 mtr depth with all lead and lift as directed by the Engineer in Charge
2419.5
-
2046897
Earth work excavation by manual means for pipeline trenches (except building works) including depositing on bank including shoring, strutting baricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as directed in the following strata 0 to 2 M depth '-do- In all soils mixed with boulders up to 30 cms size and exclusive of disintegrated rock with all lead and lift as directed by the Engineer in Charge
1360.97
-
356574.14
-do- in disintegarted rock, soft rock, soft shale, medium hard rock comprising of lime stone, hard shale, schiest, fissured rock with resorting to blasting with all lead and lift as directed by the Engineer-in-charge. 0 to 2 M depth
1209.75
-
716172
-do- in hard rock by chistelling 0 to 2 M depth
151.22
-
360659.7
- do hard rock by controlled blasting 0 to 2 M depth
302.44
-
514450.44
Cutting road surface for pipeline trenches and disposing off the excaveted stuff with all lead and lift as directed including barricading, danger lighting etc., in the following classifications. with all lead and lift as directed by the Engineer in Charge. -do- Cutting Macadam Road
150
-
51900
-do- Cutting Asphalt road
300
-
190500
Cutting Cement road
200
-
254800
Providing Murrum / Gravel bedding for the pipe line trenches including watering and consolidation by punners etc.,complete ( In Black cotton soil and rock reaches) with all lead and lift as directed by Engineer in Charge
1477.5
-
382672.5
Manufacturing, providing, transporting, rolling,lowering,laying & jointing testing and commissioning of ERW (Electric resistance welded) / SAW ( Submerged Arc welded ) MS pipes (Fe 410 grade ) conforming to IS 3589-2001 with latest amandments including perfect linking and welding of joints to correct position including cost & conveyance of pipes and materials, cost of all labour and giving satisfactory hydraluic test as per IS 3589-2001 with latest amendments for test pressure and woring pressure both at factory and site etc,complete as per detailed specifications with inside CM 1:1.5 lining of minimum 10 mm thick and out side minimum 25 mm thick coating in CM1:3 over 50 x 50 mm weld mesh of 13 gauge including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary,( Contractor will make his own arrangement for procurring water for testing ) with all lead and lift as directed by the Engineer in Charge. For bends Tail pieces,Reducers,Test gaps & Tees upto & inclusive of 500mm dia of pipe Note - No Negative tolerance in respect of thickness is permissible. 323.90 mm dia 5.60 mm thick M.S pipe
7850
-
32224250
-Do-273.10 mm dia 5.60 mm thick M.S pipe
700
-
2506700
-Do-219.0mm dia 5.60 mm thick M.S pipe
1300
-
3924700
Manufacturing, providing, transporting, rollilng, lowering, laying and jointing, testing and commissioning of MS specials of minimum 8 mm thick conforming to IS 7322:1985 with latest amendments, perfect linking and welding of joints to correct position including cost and conveyance of materials, cost of all labour and giving satisfactory hydraulic test as per IS 3589:2001 with latest amendments for test pressure and working pressure both at factory and site etc., complete as per detailed specifications with inside lining two coats of food grade epoxy painting of approved make with each coat of 250 micron, thick (after dry) over one coat of food grade epoxy primer of approved make with minimum of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50 x 50mm weld mesh including loading and unloading of pipes for the following category to suit PSC/ MS/ DI/ PVC pipes.The weight of the MS shell only be considered before lining and coating for arriving at the rate.The thickness of plate will be specified by the engineer (contractor will make his own arrangements for procuring water for testing)with all lead and lift as directed by the Engineer in Charge
3000
-
489000
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thickness with vibro rollers including disposing off the surplus earth etc., complete with all lead and lift as directed by the Engineer in Charge
15121.88
-
1557553.64
Supply,conveying to worksite,loading,unloading,stacking and fixing of single chamber triple function tamper proof (Both the orifices to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40 / 50. All internal parts such as float, shell etc., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskets and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valve shall have drain plug of not less than 15mm nominal pipe thread complete. The valves should be designed for all the three function i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. with all lead and lift as directed by the Engineer in Charge. 80 mm dia PN 10
20
-
459920
Supply and delivery to work site, loading, unloading, stacking and fixing of Resilient seated soft sealing Sluice valves with body, bonnet of Ductile Iron of Grade GGG40 / 50 , wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vaccum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/DIN/3202 F4/F5. The stem sealing should be with toroidal sealing rings (Minimum 2 O-rings). All the valves should be with Electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS etc., complete with all lead and lift as directed by the Engineer in Charge. 250 mm dia PN10
2
-
90550
-do- 200 mm dia PN10
3
-
90246
-do- 80 mm dia PN10
20
-
171040
Supply and fixing of DI double flanged wafer type (concentric) / double eccentrically disc, buttetfly valves confirming to DIN 355 / IS 13095 with renewable soft seal on the disc and body sheet face of nickel weld overlay micro fininshed / integral sheet with power or liquid epoxy coating with minimum thickness of 250 moicrons applied on both body with disc inside and outside. Face to face dimensions as per EN 558-1 basic series 14 (DIN 3203 F4) or AWWAC 504 :80 or BS 5155 or IS 13095. The valve shall be supplied along with the required no of standard make galvonized bolts and nuts. The flange drilling standard is IS 1538. Hence drilling of hole in the valves shall matched with the pipe flange drilling standard. The valves are to be suitable for burried operation with the gear box sealed and lubricated for lifetime operation with all lead and lift as directed by the Engineer in Charge. '-do- for 350 mm dia PN 10
1
-
88731
Supply and fixing of ductile iron double flanged swing check vavles with slanted seat or with lever weight with straight disc, with metallic corrosion proof and wear resistant seat faces with nickel overlay micro - finished / Integral seat with body and disc in Ductile Iron in GGG 40 / 50 shaft of stainless steel and bearings of zinc free bronze and surface protection with epoxy liquid of GSK quality etc complete with all lead and lift as directed by the Engineer-in-charge. 350 mm dia PN-10
1
-
223753
Providing and laying CC 1:2:4 proportion (excluding cost of reinforcement) with 20mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard aggregate including cost and conveyance of all materials and placing the same above or below ground level including plywood / steel form work, machine mixing, laying, tamping, curing, etc., complete including smooth finishing the exposed faces with CM 1:4 proportion 12mm thick wherever necessary, form work etc., complete for Anchor Blocks / Thrust Blocks with all lead and lift as directed by the Engineer in charge.
145.2
-
923874.2
Supplying and fabricating TMT steel bars of all sizes for reinforcement of RCC works including conveying steel to workspot with all lead including cleaning, straightening, bending, fabricating, placing in position, tieing as per designs including cost of binding wire hoisting all lift etc., complete with all lead & lift as directed by Engineer in charge.
7.26
-
392874.9
RCC valve Chamber for installation of bulk water meters 1.5x 1.5m- 25 Nos. Earth work excavation by manual means for pipeline trenches (except building works) including depositing on bank including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 meters wherever necessary as directed in the following strata with all lead and lift as directed by the Engineer in charge. do- in all soils mixed with boulders upto 30cms size and exclusive of disintegrated rock 0 to 2 mtr depth
125
-
32750
-Do- in disintegrated rock, soft rock, soft shale, medium hard rock comprising of Lime stone, sand stone, hard shale, shiest, fissured rock without resorting to blasting with all lead and lift as directed by the Engineer in charge. O to 2 Mtr depth
93.75
-
55500
-do- in Hard rock by chistelling O to 2 Mtr depth
93.75
-
223593.75
Providing and laying in position plain cement concrete of mix 1:3:6 with OPC @ 220 Kgs, with 40mm and down size graded granite metal coarse aggregates @ 0.892 cum and fine agreegate @ 0.465 cum machine mixed , concrete laid in layers not exceeding 15 cms thick, well compacted, in foundation including cost of all materials, labour, HOM, curing complete as per specifications with all lead and lift as directed by the Engineer in charge.
18.25
-
97341.85
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @320Kg with 20 mm and down size graded granite metal corse aggrigates at 0.69cum and fine aggrigate at 0.46cum with super plasticizer at 3ltr confirming to IS 9103-1999 reafirmed -2008, machine mixed concrete layed in layers not exceeding 15cm thick, vibrated for all works in foundation plinth for footing, pedastals, retaining walls, return walls, walls (any thickness), including attached pilasteres, column pillers posts, struts, buttresses, bed blocks, anchor blocks and plinths etc including cost of all material , labor, HOM of machinary, curing complete as per specifications. with all lead and lift as directed by Engineer in charge
108.5
-
627759.3
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for columns pillars, post and struts, square /rectangular / polygon in plan including cost of all material labour complete as per specifications with all lead and lift as directed by the Engineer in charge.
754.25
-
343938
Supplying and fabricating TMT steel bars of all sizes for reinforcement of RCC works including cleaning straightening, bending, fabricating, placing in position, tieing as per designs including cost of binding wire hoisting all lifts etc., complete with all lead and lift as directed by the Engineer in charge.
10.75
-
581736.25
Providing and fixing M.S. Inspection door of size 60 cms x 60 cms. including M.S. frame, size 50 x 50 x 6 mm and shutters of 3mm thickness with hinges at top and locking arrangements,painting etc., complete with all lead and lift as directed by the Engineer in charge.
25
-
45450
Refilling the pipeline tranches and foundation with selected available earth from trench excavation and foundation including watering consolidation in layers of 15 cms. thickness with vibro rollers including disposing off the surplus earth with all lead and lift as directed by the Engineer in charge.
312.5
-
32187.5
Conducting SUE survey in a corridor of 4-6 mtr width to detect burried utilities like pipes,cables etc. in such corridor.Marking of the detected utilities on the map of corridor with information of locations and depths to the top of various utilities detected.Onsite detection to be conducted using minimum tools of Electronic Pipe Locator(EPL) and Ground Penetrating Radar(GPR).GPR work to be conducted using 500MHz and 300MHz antenna for best possible resolutin and penetration. The specifications are SUE survey should be in accordance with 'Code of Practice for Subsurface Utility Engineerling Suiting Indian Conditions - Guidelines & Specificatins for Detection, Verification & Depiction of Existing Subsurface Utillity Data' with all lead and lift as directed by the Engineer in Charge. '-do - Road crossings with dividers upto 50 m width
2
-
176160
Confined Excavation of shafts for pipe Jacking / Ramming purpose in soil inclusive of H Beam strutting with M S plate / cubical wooden laggings and maintaining the shaft during construction operation and backfilling the same after the compeltion of work with all lead and lift as directed by the Engineer in Charge. '-do -For Shafts of 6 M x 5 M upto a depth of 5 Mtr in all type of soil mixed with soft rock (m3)
300
-
1200000
Excavation of non-structural pits for pipe Jacking/Ramming purpose in soil inclusive of all shuttering, strutting and shoring and maintaining the shaft during construction operation and backfilling the same after the compeltion of work with all lead and lift as directed by the Engineer in Charge. For Shafts of 6 M x 5 M upto a depth of 5 Mtr in all type of soil . (m3)
300
-
360000
Dewatering of pits or ground by dewatering pumps inclusive of all consumables diesel, oil, petrol and lubricants etc., and disposal of water in all types of soils with all lead and lift as directed by the Engineer in Charge. (HP-hr.)
480
-
23040
Manufacturing, Transporting & Stacking at worksite of 610 mm dia (OD) x 10 mm thick MS Pipes (Fe 410 Grade) conforming to IS 3589 - 2001 with all lead and lift as directed by the Engineer in Charge.
60
-
649500
Instalatin of Steel product pipe by HDD methold including preparing and setting up the plant and equipment, prepariing new pipe-work material, installing new pipe-work and commissioning system or making the system ready for commissioning by HDD operatioin includling, all related civil and mechanical works like excavation, shoring/strutting, etc. drillling, stringing, reaming and pulling back the new pipe-work on the designed bore path; alignment, proper disposal of drilling fluid and back fill of site after completion all inclusive as per IndSTT:101-2018: Code of Practice for Horizontal Directional Drilling Technique Suiting Indian Conditions with all lead and lift as directed by the Engineer in Charge. In Soft soil : 610mm dia (OD) x 10 mm thick MS pipe -do - In Soft soil (lm)
60
-
763740
Manufacturing, providing, transporting, rolling, lowering, laying and jointing, testing, commissioning of MS specials of minimum 8mm thick, conforming to IS 7322:1985 with latest amendments, perfect linking and welding of joints to correct position including cost and conveyance of materials with all lead and lifts, cost of all labour and giving satisfactory hydraulic test as per IS 3589: 2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coats of food grade epoxy painting of approved make with each coat 250 microns thick (after dry) over one coat of food grade epoxy primer of approved make with minimum of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50mmx50mm weld mesh including loading and unloading of pipes for the following category to suit PSC/MS/DI / PVC pipes. (The weight of the MS shell only be considered before lining and coating for arriving at the rate). The thickness of plate will be specified by the Engineer. (contractor will make his own arrangement for procuring water for testing) 500mm dia & above of pipe with all lead and lift as directed by the Engineer-in-charge.
750
-
112500
RCC valve Chamber for installation of bulk water meters 1.5x 1.5m- 2 Nos. Earth work excavation by manual means for pipeline trenches (except building works) including depositing on bank including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 meters wherever necessary as directed in the following strata with all lead and lift as directed by the Engineer in charge. do- in all soils mixed with boulders upto 30cms size and exclusive of disintegrated rock 0 to 2 mtr depth
20
-
5240
-Do- in disintegrated rock, soft rock, soft shale, medium hard rock comprising of Lime stone, sand stone, hard shale, shiest, fissured rock without resorting to blasting with all lead and lift as directed by the Engineer in charge. O to 2 Mtr depth
15
-
8880
-do- in Hard rock by chistelling O to 2 Mtr depth
15
-
35775
Providing and laying in position plain cement concrete of mix 1:3:6 with OPC @ 220 Kgs, with 40mm and down size graded granite metal coarse agrregates @ 0.892 cum and fine agreegate @ 0.465 cum machine mixed , concrete laid in layers not exceeding 15 cms thick, well compacted, in foundation including cost of all materials, labour, HOM, curing complete as per specifications with all lead and lift as directed by the Engineer in Charge
2.92
-
15574.7
Providing and laying in position reinforced cement concrete of design mix M20 with OPC @320Kg, with 20 mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggrigates @ 0.46cum with super plasticizer @ 3ltr conforming to IS 9103-1999 reafirmed -2008, machine mixed, concrete laid in layers not exceeding 15cm thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls ( any thickness) including attached pilasteres, columns, pillers, posts, struts, buttresses, bed blocks, anchor blocks and plinths etc., icluding cost of all material , labor, HOM , curing complete but excluding cost of reinforcement as per specifications with all lead and lift as directed by the Engineer in charge.
17.36
-
100441.49
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for columns pillars, post and struts, square /rectangular / polygon in plan including cost of all material labour complete as per specifications with all lead and lift as directed by the Engineer in charge.
120.68
-
55030.08
Supplying and fabricating TMT steel bars of all sizes for reinforcement of RCC works including cleaning straightening, bending, fabricating, placing in position, tieing as per designs including cost of binding wire hoisting all lifts etc., complete with all lead and lift as directed by the Engineer in charge.
1.72
-
93077.8
Providing and fixing M.S. Inspection door of size 60 cms x 60 cms. including M.S. frame, size 50 x 50 x 6 mm and shutters of 3mm thickness with hinges at top and locking arrangements painting etc., complete with all lead and lift as directed by the Engineer in charge.
4
-
7272
Refilling the pipeline tranches and foundation with selected available earth from trench excavation and foundation including watering consolidation in layers of 15 cms. thickness with vibro rollers including disposing off the surplus earth with all lead and lift as directed by the Engineer in charge.
50
-
5150
Supply, erection and commissioning of approved make Battery operated full bore Electro-magnetic flowmeter with GSM conforming to relavant ISS with latest amendements as per the specification etc., complete with all lead and lift as directed by the Engineer in charge. Note:- The Construction drawing & QAP shall be got approved from the competent authority before execution 200 mm dia PN 10
1
-
191600
300 mm dia PN 10
2
-
489600
Supply at site Reducer/expander of 6mm/8mm thickness with smaller dia end flanged to suit the flowmeter flanges and the larger dia end finished for welding to the pipe. The conical angle of the reducer /expander should not exceed 10 degrees. The reducer/expander should coated with paint on both inside and outside with all lead and lift as directed by the Engineer-in-charge.
30
-
4650
Erection of flow meter Inline with transmission main after cutting the main, fixing reducers/expanders by welding or using fastners with packing as the case may be etc complete. Installation of signal convertor with necessary electrification and commissioining the meter with all lead and lift as directed by the Engineer-in-charge.
3
-
48000
Road restoration Providing, laying, spreading and compacting crushed stone aggregates of granite /trap / basalt of specific sizes to Water Bound Macadam specifications including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel / vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per specifications.etc., complete with all lead and lift as directed by the Engineer-in-Charge '-do -Crushable type such as Moorum or Gravel for Grading - II
112.5
-
255825
Providing, laying, spreading and compacting crushed stone aggregates of granite /trap / basalt of specific sizes to Water Bound Macadam specifications including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel / vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per specifications.etc., complete with all lead and lift as directed by the Engineer-in-Charge '-do- Crushable type such as Moorum or Gravel for Grading - III
37.5
-
87075
Providing and applying tack coat using 80/100 grade bitumen (VG-10) in boiler fitted with spray set distributor at the rate of 0.25kg per sqm on the existing prepared bituminous surface (Primed surface) cleaned with mechanical broom complete as per specifications complete as per specifications etc., complete with all lead and lift as directed by the Engineer-in-charge
2200
-
26400
Providing and laying bituminous macadam on prepared surface with crushed course aggregates as per design mix formula for base / binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material in tipper to paver and laying of mixed materials with paver finisher to the required level and grade, rolling by smooth wheel,vibratory and tandem rollers to achieve the desired density, but excluding cost of primer / tack coat and including cost of all materials, labour, HOM complete as per specifications with all lead and lift as directed by the Engineer-in-charge -Do- Using 120 TPH capacity Asphalt batch mixing plant with sensor Paver Gr-I (80mm to 100mm) with 3.3%VG-30 Bitumen with all lead and lift as directed by the Engineer-in-charge
176
-
1082752
Providing and laying 20mm thick mix seal surfacing type 'B' on prepared surface in a single course composed of specified graded crushed aggregates 5.6mm to 13.2mm size 0.027 cum/sqm premixed with bitumen binder at 1.90 kg/sqm of VG-30 (60/70) in a minimix plant 6/10 tonne capacity, laying manually and rolling with power roller 8-10 tonne excluding cost of tack coat including cost of all materials, labour, HOM complete as per specifications with all lead and lift as directed by the Engineer-in-charge
2200
-
369600
Providing and laying in position plain cement concrete of mix 1:2:4 with OPC @ 240Kgs with 20mm and down size graded granite metal coarse aggregates @ 0.878 cum and fine aggregates @ 0.53cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, plinth & cills, including cost of all materials, labour, HOM, curing etc complete as per specifications with all lead and lift as directed by the Engineer-in-charge
120
-
673152
Shifting / dismantling / re-constructions of public utilities, like structures and drains etc., Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material complete as per specifications complete with all lead and lift as directed by the Engineer-in-charge ' -do for Stone Masonry
3.18
-
1116.18
- do for Lime / cement concrete by manual means :B Cement concrete grade M15 & M20
0.9
-
501.3
-do for pre-stressed / reinforced cement concrete grade M20 and above
0.45
-
715.05
Providing and constructing granite / trap / basalt size stone masonry in foundation with cement mortar 1:6 stone hammered dressed in courses not less than 20 cms high, bond stones at 2 m. apart in each course including cost of materials, labour, curing complete as per specifications with all lead and lift as directed by the Engineer-in-charge.
3.18
-
15444.62
Providing and laying C.C. 1:1.5:3 proportion for foundation (Screed layer) with 20 mm and down size of approved gradation hard broken granite, trap basalt or with any other approved hard aggregate including cost and conveyance of all materials including plywood / steel form work, machine mixing, laying, tamping, curing etc., complete with all lead and lift as directed by the Engineer-in-charge.
0.9
-
5119.22
Providing and laying in position reinforced cement concrete of design mix M25 with OPC cement @ 340Kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.70 cum and fine aggregates @ 0.47cum, with superplastisiser @ 3lts confirming to IS 9103-1999, Reaffirmed -2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in ground floor level for roof slabs, staircase, lintels and beams retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, but excluding cost of reinforcement as per specifications complete with all lead and lift as directed by the Engineer-in-charge.
0.45
-
2813.67
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness above 200mm including cost of all materials, labour complete as per specifications complete with all lead and lift as directed by the Engineer-in-charge.
4
-
1796
Supplying and fabricating TMT steel bars of all sizes for reinforcement of RCC works including conveying steel to workspot with all lead including cleaning, straightening, bending, fabricating, placing in position, tieing as per designs including cost of binding wire hoisting all lift etc., complete with all lead & lift as directed by Engineer in charge.
0.05
-
2705.75
Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (including cost of specials) with jointing of approved type, with all labour, including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) with all lead and lift as directed by the Engineer-in-charge. 25 - 10 Kg/cm2 (Class5)
1500
-
66000
--do for 75 - 6 Kg/cm2 (Class3)
1500
-
210000
--do for 90 - 6 Kg/cm2 (Class3)
500
-
90500
--do for 110 - 6 Kg/cm2 (Class3)
500
-
125500
--do for 160 - 6 Kg/cm2 (Class3)
500
-
217500
Part-B: Construction of 5.90ML in 20 Hours Water Treatment Plant (Lumpsum) Design, supply, construction, installation, testing, commissioning and trial run from the date of commissioning of the Water Treatment Plant of 5.90 ML capacity (in 20 hours) with Civil, Mechanical, Electrical works and other allied works. All the units shall be inter connected by minimum 1.00 mtr width walkway with hand railing in all respects completely,satisfactorily to deliver the designed output, including trial run for all the components complete with all lead and lift etc., as directed by Engineer in charge on turn key basis etc,. complete. Note: 1. Including jungle cutting removal of roots, leveling and lowering the ground or cutting the part of hillock and earthwork excavation in all strata as exists in site with or without blasting / by chistelling, dozing of stone boulders if necessary as directed by the Engineer-in-charge and disposing off the surplus earth with all lead and lift etc., complete. 2. The cost of break up details should also be quoted item wise for various components of the water treatment plant on the guidelines enumerated in the following Schedule No. A to F which are also part of the tender documents. 3. The contractor has to give his own design & drawings within scope mentioned in the tender, adopting computer based software only, to be approved by Board for executing the work. A) CONSTRUCTION OF AERATOR AND RAW WATER CHANNEL Designing, constructing, completing and commissioning and trial run of CASCADE type Aerator and Raw Water Channel of 5.90 ML capacity (in 20 hours) with suitable dia MS / DI Raw Water inlet pipe including linking to raw water rising main, thrust block, supporting arrangements, providing glazed tiles to Aerator and Raw Water Channel in complete manner and as per tender requirements. design criteria and specifications on turnkey basis including trial run etc., complete with all lead and lift complete as directed by the Engineer in charge. (refer section-7:special specifications) -do - Civil works
1
-
565735
B) CONSTRUCTION OF FLASH MIXER Designing, Constructing, completing and commissioning and trial run of flash mixer of 5.90 ML capacity (in 20 hours) with supporting / allied arrangements for necessary equipments of suitable HP motor, Gear box, Turbine paddles, MS Ladder, GI Medium duty hand railing, including providing glazed tiles for inside surface etc., as per tender requirement, design criteria and specifications all on turnkey basis including trial run etc., complete with all lead and lift as directed by the Engineer-in-charge. (refer section-7:special specifications) -do - Civil works
1
-
449392
C) CONSTRUCTION OF CLARIFLOCULATOR Designing, constructing, completing and commissioning and trial run of CLARIFLUCOLATOR of 5.90 ML capacity (in 20 hours) arrangements for necessary equipments with sludge removal arrangements and lead of pipeline with suitable dia DI & RCC pipeline, providing glazed tiles to launder, GI medium duty hand railing for walk way, MS ladder with supporting, allied arrangements as per requirements, design criteria and specifications all on turnkey basis etc., including trial run complete with all lead and lift complete as directed by the Engineer in charge. (refer section-7:special specifications) -do - Civil works
1
-
6362459
D) CONSTRUCTION OF FILTER COMPLEX, SLUDGE DISPOSAL, CHLORINATION ROOM & CHEMICAL HOUSE ARRANGEMENTS Designing, constructing, completing and commissioning and trial run of RAPID SAND GRAVITY FILTER UNIT of capacity 5.90 ML (in 20 hours) HOUSED IN RCC FRAMED STRUCTURE BUILDING with flat RCC roof consisting of two filter beds with glazed tiles and vitrified flooring for walk way including stair case, GI hand railing, MS ladder, rolling shutters and aluminium doors, wash water pump with 100% standby arrangements, inlet channel, filter media including sand as per V-wire under drain system, wash water disposal arrangements with necessary pipe and control DI sluice valve of required dia PN.1.6, providing and fixing of rate of flow indicating meter, loss of head gauge, pipe fitters, V-wire under drain system, manifold, water level indicator, rate settlers, gravity box, necessary DI bends, DI Valves including all necessary works, architectural design etc., complete, Staircase, GI hand railing, RCC flat roof, with rolling shutter and aluminium door and necessary mechanical equipments & etc., all as per tender requirements, design criteria and specifications all on turnkey basis etc., including trial run complete with all lead and lift complete as directed by the Engineer in charge (refer section-7:special specifications) -do- Civil Works.
1
-
14410830.91
E) CONSTRUCTION OF WASH WATER TANK Designing, Constructing, Completing and Commissioning of 2 LL of Suitable capacity Wash Water Tank of RCC Column type OHT on suitable staging, fixing of CI puddle flanges, double flanged pipes, duck foot bends, DI Sluice Valve, water level indicator, MS ladder, GI Medium Duty Hand railing, Valve chambers, all pipeline connections, Specials, lightening arrestor as per requirements etc. complete with all lead and lift complete as directed by the Engineer in charge. (refer section-7:special specifications) -do - Civil works
1
-
2211022
F) ELECTRO MECHANICAL COMPONENTS: Design,supply, construction, installation, testing, commissioning, trial run for 3 months and maintenance for a period of 9 months of mechanical equipments, pipe line works and electrical works consisting of MS / DI raw water intake pipe,V- notch, CI / DI Flanges,Guages,by pass gate, flow controlling devices, inlet, outlet & back wash connections, valves at WTP, desludging valves at flocculator, suitable motors, reduction gear box, agitator assembly with shaft and paddles for flash mixer, flocculator, clarifloculator bridge and rail for clarifloculator, scraper, mechanical equipments for PAC solution tanks, back wash motor & Pumps, flow measuring devices, RCC sludge line, Wash water tank inlet & out let pipelines, pipe connection from pure water channel to pure water sump, bye pass pipe line with DI valves,head guage,flow controllers,laboratory equipments and accessories,,chlorine cylinder,tonner,PAC dosing equipment complete electrification works to filter house,chemical house,chlorine room etc., all as required for successful completion and commissioning of the units along with yard lighting, archetectural designs and drawings etc., complete all as per tender requirements, design criteria and specifications all on turnkey basis for successful completion,commissioning of the WTP to deliver the design output standard without any extra cost whatsoever with all lead and lift as directed by the Engineer-in-charge. (refer section-7:special specifications)
1
-
9697469
PART-C : Electromechanical works Supply, Erection, Electification, Testing and Commissioning of 200HP or Suitable HP submerged centrifugal Pumpsets along with allied accesaries. at Jackwell. Supply and delivery of the equipment included in the facilities at project site: Raw water submerged centrifugal Pumpsets: Supply & delivery at site brand new, best efficient make horizontal suspended raw water submerged centrifugal pumpsets conforming relevant standards and the following. a)Duty Condition: Capable of delivering a discharge of 100 lps of Turbid water containing turbidity upto 1000ppm against 95 mtr during solo operation b) Speed: Duty condition should be met at 1500 RPM.(Syn) c) Shutt off head: Min 110 % & Max 130 % of the specified head. d) Material of construction: Motor Casing, Oil Chamber :Cast Iron (FG 260 as per IS 210 or GG25 or EN-JL1040) Motor (Squirrel Cage) Rotor:Copper Bar only ""Mechanical Seals: Primary (Inboard) : Silicon Carbide v/s Silicon Carbide or Tungsten Carbide v/s Tungsten Carbide Secondary (Outboard): Carbon v/s Cast Chrome Molybdenum Steel or Carbon v/s Silicon Carbide or Tungsten Carbide"" ""Elastomers: rings of Viton Bellows of either Viton OR Nitrile"" Fasteners: Stainless Steel Pump (Bowl) Casing:Cast Iron (FG 260 as per IS 210 , Impeller :Cast Austenitic Stainless Steel (SS 316 or CF 8M or 1.4406) Wearing Rings : Cast Austenitic Stainless Steel (SS 316 or CF 8M or 1.4406) Pump-Motor Shaft: Stainless Steel (SS 410 or SS 430 or 1.4021 or 1.4460) Suction Strainer: Stainless Steel 202 Portable Stand( Suspended stool) : MS (C15) Fabricated with Epoxy Coating "MOTOR: The submersible motor shall be dry, squirrel cage type suitable for 3 phase, 50 cycles, 415 volts AC supply suitable complete confirming to IEC60034 shall be of such capacity to provide under working site condition a power more than the maximum power required by the pump. Continuous duty with class 'F' insulation. Winding of the motor shall be impregnated by resin. Motor shall have integral cable entry port better starting torque characteristics. The enclosure for motor shall be IP-68. Each phase of the motor provided with thermic switches of Bi-metalic electro-mechanical temperature detectors. The motor shall operate satisfactorily at all operating levels in jackwell. The motor shall be sealed against entry of liquid being pumped by using two mechanical seals. Motor pump should have the following in built protection connections. l) Thermistors protection connection against over heating of motor by thermister embedded in each phase. 2) Sensor monitor connection against entry of liquid in the oil chamber by the moisture sensor provided inside the oil chamber. 3) Reverse rotation protection connection device which trips the motor in case of reverse rotation due to wrong electrical connection. 4) Bearing temperature sensor for protection from overheating of Bearings. 5) Moisture sensor for detection of leakage in stator housing. 6) Liquid level controller( PMU) to facilitate auto operation and prevent dry running of pumps. The pumpset shall be supplied along with extra tough water proof PVC sheathed water proof submersible cable of suitable capacity copper cable. The motor shall be provided with 40 mtr of copper power cable of 2RX4C x 70 sqmm or suitable size and control cable of 1R x 4 Cx 1.5 sqmm + 1RX4CX1.5 sqmm or suitable size cables as required of reputedmake. The delivery nozzle of the pump shall be minimum 200 mm dia . The cable shall be terminated/ connected to pump monitor unit/ Starter panel using necessary cable terminations. Note:- 1) Motor offered shall be of such capacity to provide the maximum power requirement of impleller of the pump incluidng transmission, shaft losses with a 10% margin in the capacity of the motor when only one pump is operated in the system. 2) The motor shall be suitable for required output when line voltage variation is +/- 10% and frequency variation of +/- 5% in any combination of these voltage and frquency variation. 3) The motor should be capable of providing the required output an ambient air temperature of 45 degree centigrade. 4) The shutoff head of the pump offered should be minimum 110% and maximum 130% of the specified head. The loading for low efficient pump will be done based on each excess power consumed by over a period of 15 years when compared to the best efficient pump. 5) The Board preserves the right to select any of stipulated make of pump and motor as such tenderer should be prepared to provide any of the stipulated makes pump and motor selected by the Board. 6) The motor shall be suitable for starting the pumpset with suitable starter. Note:- submerged centrifugal pumpset should be installed in the jackwell and will be submerged. Hence, the pumpset should suit above system. Orientation:Horizontal Installed by:Portable Stand ( Horizontal) Suitable BTD's shall be provided for bearing temperature indication for both DE and NDE side and shall be terminated in terminal box for connection to SCADA system/ temperature scanner."NOTE:1) The pump is required for operation at 480 mtrs. above MSL at a maximum ambient temp. of 45 C.2) The duty condition of the pump should be to the left of BEP.3) The Board reserves the right to select any stipulated make of pump.
2
-
2780000
DOUBLE FLANGED PIPES AND SPECIALS. - Supply & delivery at site brand new best indigenous double flanged Min 8.00 mm thick M.S. Pipes and specials suitable for test pressure equivalent to twice the working pressure. The pipes should be coated with Food grade epoxy primer coat of 45 micron thick and 2 coats of food grade reputed make epoxy paint of 80 microns thick each coat inside and anticorrossive paint outside. The pipe should be tested as per IS 3589 / 1996. The welding should be done as per IS 2825-1969. The thickness of flanges should confirm to IS 6392 - 1971. For delivery side: Minimum 250 mm dia or suitable size flanged pipes.
30
-
101178
-do-' Minimum 250 mm dia or suitable size MS radial bend.
4
-
12264
-do-' Minimum 500 mm or suitable DUMMY flange 25mm thick.
1
-
6570
Delivery Manifold: - Supply and delivery at site brand new best indegenious make MS pipe manifold of 8.00mm thick and 508mm dia
15
-
79005
Minimum 508 x 508 x 250 mm dia or suitable size flanged Tee with radial branch
2
-
13618
Dismantling joint - Providing, erecting and commissioning M.S. Dismantling joint as per requirement and Department's approved drawing and specifications, including machining and rubber rings and suitable for 16 kg/cm2 working pressure with required flanges of suitable size with nut bolts etc complete. The joint should have through long bolts so that during normal working pressure there should be no sliding movement of sliding flanges. L.O.F. ( length over flange ) should not be less than 75% of dia. 250mm Dia
2
-
23760
For pressure relief valve connections : Minimum 150 mm dia Double flanged pipe for connecting outlet of pressure relief valve to sump
10
-
12500
Delivery Side Sluice Valve: -Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG40/50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/ IS 14846-2000 / DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS etc complete with all lead & lift.250 mm Dia PN 16
2
-
89116
Supply and fixing of Cast Steel Double flanged Dual plate check valve Class 150 Conforming to API 594 with latest amendments as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking etc., complete with all lead and lift. The rates are inclusive of cost of Bolts and Nuts 250 mm Dia
2
-
43438
Pressure Guage:- Supply & delivery at site reputed make glycerene filled stainless steel pressure gauge of 80mm dia suitable for the above pumpsets with nipple, stop cock & two way cock for cleaning & necessary length of copper tubbing suitable for mounting on the delivery side of pump.
2
-
4000
Control Panel Board Units: Supply and delivery at site brand new reputed make floor mounting, free standing, cubicle type. 400 Amps reputed make of 50KA or suitable KA breaking capacity with U/V release, shunt release & with suitable thermal relief.Non draw out panel mounting manual operated trip free operating mechanism sheet steel clad fitted with 400 Amps or suiatble amps Mould case circuit breakers with current setting reange of 200-400 amps. reputed make 35 KA breaking capacity with U/V release, shunt release and with suitable thermal release- 1 No. 1 No.-Under voltage release, 3 nos current transformer of suitable ratio burden and class of accuracy. 1 No.Neutral link. 1 set of compression glands for PVC cable, 1 No. earth leakage trip coil calibrated 50 to 100% or 1 No. Earth leakage relay other required fittings .Phase indicating lamps with switches of reputed make or any other make approved by the Board - 1 setPanel mounting version digital type Ammeter of suitable CT ratio of make approved by the Board - 1 No. reputed make 0-400 Amps….do…... Voltmeter- 1 No.MS air insulated Bus Bar chamber with 4 Nos. 400 Amps. 25 MVA Air insulated Aluminium bus bar made of high conductivity, high strength aluminium alloy complying with the requirements of grade E91 E of IS 5082, suitably braced with non-hygroscopic SMS supports provision shall be made in the bus bar chamber for one incoming and five outgoing feeder. The bus bar chamber should be of adequate capacity to handle the incoming and out-going cables and for fixing the switchgears as per requirement - 1No. Auxiliary relay type VAA 33 of reputed make for protection of Transformer and Alarm - 4 Nos. (one of WTI and another for OTI for each transformer ) 350 Amps or suitable amps heavy duty triple pole change over fuse switch comprising of two switches mounted on common chasis, complete with handle assembly door interlock and pad locking arrangement with mechanical linkage shorting links and 300 Amps capacity HRC fuses in sheet metal enclusure conforming to the latest ISS 4064 controls and switchgear of Board Approved make - 2 Nos. Dual parameter panel mounting version digital type energy meter/power factor meter with built in selector switch of reputed make -1 no . 200 Amps DP load break heavy duty switch fuse unit with suitable capacity HRC fuses in sheet metal enclosure conforming to the latest ISS 4064 for capacitor circuit of reputed make- 2 Nos.32 Amps DP load break heavy duty switch fuse unit with rewireable fuses in sheet metal enclosure conforming to the latest ISS 4064 for lighting circuit of approved by the Board. 62 Amps MCB -1 NOS , 32 Amps MCB -2 Nos as spare Set of cable entries and terminals suitable for numbers, type and size of aluminium conductor power cables, etc. - 1 Set Note :- 1) The panel board shall be complete with all other required fittings, and shall be fabricated using 2 mm thick sheet steel and suitable size copper cable / copperwire painted with two coats of a highly corrosing resistant primer applied wet on wet and a finishing coat of synthetic enamel paint of the ash grey shade.2) H.R.C. fuses links for motor duty shall be provided to 450 Amps Change over switch fuse unit.3) H.R.C. fuse link rated not less than 1.5 times the rated current of the capacitor bank shall be provided in the 250 Amps capacity switch fuse unit for capacitor circuit.4) The internal wiring shall be done using adequate size insulated electronned copper strip or cable of 1.1 KV grade.5) The bus bar chamber should be of adequate size to accommodate all incoming, outgoing cables and required switch gears.6) The painting should be done using seven tank process.7) Mounting a 300 Amps 4 pole change over switch with HRC Fuses of suitable capacity reputed make in compartment with Door interlock and providing Aluminium Bus Bar for the termination of cable from two transformers.-1 no
1
-
190000
Flux Compansated Magnetic Amplifier low voltage/Harmonic free soft starter - Supply & delivery at site brand new reputed make fully automatic push button operated soft starter suitable for 200hp or suiatble 380/440 V 3.00 PH, 50 Hz supply, soft starter panel should also include.415 V 450/300/300 air break contactors for make and break of reputed make-1 No.The entire status of operation & fault should be displayed on a 7 segment 5 digit Digital display with its meaning on the front panel door .CT's and PT's each one set Single Phase protection, power factor meter ,Thermal over load relay and ELR with CBCT of reputed make.OV/U/V relay of reputed make.Timers, P.B.S and indication lamps of reputed make.Digital type ammeter of reputed make to read Phase currents with scroll and hold facility.Digital type voltmeter of reputed make to read Phase voltages with scroll and hold facility.Digital P.F meter of reputed make.Control supply voltage will be 230 V AC Alarm hooter, suitable size cable gland for I/C and O/G cables.Space heaters with switch, plug and socket, pannel lamp working on 230 V.A.C Bus bars should be alluminium or copper. Note:- 1. The soft starter shall be rated equivalent to the motor rated power and shall be capable of operating satisfactorily with the motor under the various loading and starting conditions of the motor over the entire range of operation.2. The soft starter reduce, the starting current of the motor atleast to 60 % of the direct line starting current of the motor. The soft starter shell have facility to further reduce the current upto 50% of the direct on line starting current of the motor and the pump torque speed curve permit.3. The soft starter shell work on the principal of unsaturated iron core in the working zone and shell not lead to generation of harmonics.4. Soft starter shell be so rated as to allow to consecutive starts from cold or one hot start per Hour.5. Soft starter shell be design for supply voltage of +OR -10% and frequency variation of +OR -5% 6. The winding of the soft starter shall be with insulation class "F" and maximum temperature of winding shall be limited to that of class "B". 7. The FCMA soft starter shall be housed in a sheet steel enclosed of thickness not less than 14 guege and painted with corrosion registive paint such as epoxy of polyurethene. The degree of protection shall be IP41.8. FCMA starter shall not contain any active electronic components.9. FCMA starter shall have a built in facility for run by pass so that incoming voltage to the motor is equal to the supply voltagecontrol gears.10. The FCMA unit should be air cooled.11. The FCMA soft starter shall be dust and vermin proof and suitable for indoor mounting.
2
-
350000
Main side Cable:Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 3.5 x 300 sqmm
100
-
138000
Load side cable : Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975. 3x240 sqmm
100
-
113000
Capacitor cable : Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975. 3x 95 sqmm
20
-
9700
Transformer : Supply and delivery at site reputed make oil immersed naturally cooled continuous duty with copper winding 250 KVA 11,000/433 volts 3 Ph 50 Hz DYn 11 vector group distribution transformer conforming to ISS 2026 / 1977, IS 1180 or its latest amendements fitted with the following suitable for outdoor installation.Star 2 Rated losses as per IS 1180 OR 5 star rated Energy Efficiency level 3 a) Dehydrating breather b) Oil conservator c) Drain plug for conservator d) Off ciruit trap changer in steps of +2.5% from -7.5% to +7.5% for high voltage compensation for Transformer upto 100 KVA and -10% to +5% for Transformers 160 KVA and above. e) Thermometer pack with the thermometer f) Base channel - 2 Nos g) Lifting lugs - 2 Nos. h) Flat rollers i) Connecting pipe j) Oil guage - 1 Nos. k) Filter valve, Air release plug - 1 no. l) Filter cum drain valve m) Winding temperature indication n) Residual oil drain plug - 1 No. o) Explosion vent p) Radiator q) cable box for high voltage side r) Cable box for low voltage side. s) Double float gas actuted buchholz relay with contractor for alarm trip, for Transformer of 200 KVA and above. t) Earthing terminal - 2 Nos. u) 150 mm dia dial type WTI with alarm and trip contacts v) 150 mm dia dial type OTI with alarm and trip contactos w) Marshalling box x) New cables from transformer to control panel board from WTI and OTI. Losses of Transformer :as per IS 1180 Energy efficiency level 3 , 5 star Rated The transformer shall be fitted with all other standard fittings and painted with oil resistant paint internally with one coat of premier and externally with two coats of synthetic shade high grey paint to shade No. 631 of ISS and shall be supplied with first filling of transformer oil etc., complete (test certificate shall be furnished)
2
-
1202000
On line air break switch panel : Supply and delivery at site brand new 11 KV line air break switching panel outdoor unit suitable for operation on 11 KV 3 phase 50 Hz AC the panel containing the equipment components as described below. Onload air break switch with fuse trip mechanism 3 PH 630 A 11 KV 184 KA HRC fuses with tripping breakpin. earthing 25x3 tin coated alluminium bus bar.outgoing bushes etc .
3
-
268570.5
Lightening Arrestor : Supply and delivery at site brand new best indegeneous make 11 KV, 9 KA or suitable valve type arrestors conforming to ISS 3070 with all the standard fitting etc., complete. (Set of 3 nos.)
1
-
1268.74
Two Pole Structure : Supply and preparing 2 pole structure using 9.0 Mtr RCC pole 145 KG WL wherever required as per HESCOM rules and specification including trasportation from factory to work spot, loading unloading and head load to nearest site, digging pit to a depth of 2.0 M, alligning it, refilling the soil, ramming etc., complete including providing CC 1:4:8 base concrete to pole of 500 x 650 x 150mm thick and providing concrete 1:2:4 alround the pole of 500 x 500 x 1700mm thick and coping, curing etc., complete as per HESCOM specifiactions
1
-
25413.86
11 KV XLPE Cable : HT Cable: Supplying and laying of high tension 11KV cable, Dry Curing & Dry Cooling with true triple extrusion, simultaneously through a single common head, 3 core under ground XLPE (E) cable having stranded compact circular aluminium conductor, screened insulated, insulation screened with extruded semiconducting compound in combination with copper tape, core laid up extruded inner sheathed of GI flat strip armoured and overall PVC sheathed with specified IS 7098/11/85 with latest amendments.Supply of reputed make 3x95 sqmm alluminium XLPE earthed 11 KV HT cable for connecting metering cubical to pole structure.
50
-
52000
Chain linked wire fencing : Supply and providing chain linked wire fencing for 11 KV transformer sub-station. The chain linked fencing should be with 2"x2"x8 SWG wire welded to angle iron frames of size 2.5 M x 2.5 M using angle of 50x50x6 MM. The frame be fixed to the supporting channels spaced at 2.5 M of size 100x50 m 3.1 M height fixed in CC (1:2:4) at bottom etc., including cost of all materials transportation and labour for fixing, silver painting etc., complete with door of 2.5 m size at suitable places .(sqmtr)
100
-
85800
Erection of Transformer Sub-Station : Formation of suitable CC platform using all the required materials such as cement sand, jelly with MS rails embeded in platform for the errection of transformers , LBS and errecting transformers on the above platform using all the required materials spreading and consolidation of 40 mm down size jelly allround the transformer sub-station. The job includes errection of pole structures, GOS, DOLO, lightening arrestor, LBS etc., in a complete manner to receive power from the supply side and transmit to the load side.
1
-
52802
Erection of pumpsets:- Erection of submerged centrifugal pumpsets -2 nos on the existing main girder including formation of machine foundation using suitable size M.S channels cross girders, plate girders bolts & nuts, washers etc., complete. Lowering of pumpset assembly , delivery/ column pipe assembly into the jackwell and fixing of dischargebend in position true to line, maintaning the vertical alignment, dynamic balancing and linking to delivery line using delivery pipes from jackwell. Proper packing of the holes in the walls of jackwell after laying pipe with cement concrete 1:2:4 etc., complete.
1
-
25700
Laying and jointing of MS pipes and specials for suction and delivery connections of the pumpsets using suitable size bolts, nuts, packing etc., complete including strainers , all types of valves, gauges, strainers, cables , delivery and suciton manifold. The work shall includie providing pipe supports, thrusts block in CC 1:2:4 prop., wherever necessary upto the end of the delivery manifold, using all the required materials such as sand, cement jelly, MS supports etc including making holes in sump, pump house for laying suction and delivery pipes, packing of holes with CC 1:2:4 etc., complete.
1
-
26666.67
Erection of control panel board on CC foundation including formation of CC foundation in CC 1:2:4 prop. using all the required materials such as cement, jelly or suiatble size ms cahnnels etc., complete including errection of the panel board, on CC foundation/ existing ms chequered floor using reqired materials such as MS channels, bolts, nuts, washers, etc., complete.
1
-
5000
Erection of Starter panel: On CC foundation including formation of CC foundation using all the required materials such as cement, jelly or suiatble size ms cahnnels etc.etc., complete using required materials such as MS channel bolts, nuts and washers etc., complete.
2
-
7000
Erection of Capaciter banks: On CC foundation including formation of CC foundation using all the required materials such as cement, jelly or suiatble size ms cahnnels etc.etc.,
1
-
1000
Laying of Main side cable in new Trenches:- The works shall include trench 0.5 vide 0.6 mtrs deep providing murrum bedding laying the cable in trench, providing cable covering tiles, refilling, consolidation, providing cable route indicating CC blocks of size 15cms x 6 x 6 cms at the appropriate locations etc., complete. a)3.5 x 95 Sqmm 11 KV XLPE cable
30
-
2910
__do__ b)3.5 x 300 Sqmm Main Side Cable
90
-
9720
In GI pipe : The work shall be include running the cable above ground using 2.9 mm thick suitable dia GI pipe with necessary clamps, bolts, nuts, washers etc., for fixing the pipes on the pole and drainage crossing etc., complete. a)3 x 95 Sqmm 11 KV XLPE cable in 80mm Dia
10
-
6880
__do__ b)3.5 x 240 Sqmm Main Side Cable in 100 mm dia
10
-
8900
Laying of Load side cable:- Running the cable in existing ducts including properly securing cable in position etc., complete using all the required materials etc., complete i) 3 core 240 Sqmm (load side cable)
100
-
3500
Laying of Capacitor Cable : Running the cable in existing ducts including properly securing cable in position etc., complete using all the required materials etc., complete i) 3 core 95 Sqmm (load side cable)
15
-
315
Cable Terminations: Termination of cable using copper ring to the terminal end for solderless crimping to aluminimum conductors by adopting crimping tool. i)3.50 Core 300 sqmm 1100 volts class cable main side
4
-
2508
__do__ ii)3 Core 240 sqmm 1100 volts class cable load side
8
-
3704
__do__ iii)3 Core 95sqmm 1100 volts class cable (Capacitor)
4
-
580
Power Shunt Capacitors:- Supply and delivery at site brand new reputed make low loss, high efficient 2x 80 KVAR power shunt capacitors conforming to ISS 2834, suitable for operation on 3 phase, 50 Hz., 380 / 440 volts, AC supply required form maintaining the power factor of the installation at not less than 0.95 lagging. a) The capacitor shall be provided with a suitable discharge device to reduce the voltage between the terminals, to allowable level within one minute. b) Terminal cover on all the units and bank shall be provided.
160
-
64000
Tool Kit: Supply and delivery at site best make reputed make tool sets for operation and maintenance of the above pumpsets comprising of the following. a) Double end spanner 1/4" to 1"- 1 set b) Screw driver insulated 11" - 1 No c) Screw driver insulated 8" - 1 No d) Cutting puller insulated 8" - 1 No e) Hammer with handle 1 Kg - 1 No f) Pipe wrench 24" -1 No g) Pipe wrench 18" - 1 No h) Pipe wrench 12"- 1 No i) Hammer with handle 5Kgs- 1 No j) Grease gun - 1 No k) Ring spanners 1/4" to 1" - 1 set l) Mutli meter - 1 No.Clip on meter m) Meggar - 1 No.1.1KV
1
-
12500
Earthing: Providing earthing as per latest IS 3043, and the work shall include the following: Supply and providing, earthing electrodes comprising of GI pipe 40mm dia 2.9 mm thick 2.5 mtrs long, the pipe shall have 16 through holes of 12mm dia staggered along the length of the pipe as per ISS suitable length 19mm dia GI pipe provided with mesh covered furnel GI bolts, nuts washers, check nuts, at one end and coupled to main electrodes through a 40 mm x 19 mm GI conduct at the other end.An inspection chamber of 300x300x300mm size shall be constructed with CC 1:3:6 prop., 150mm thick for sides and 100mm thick at bottom. The chamber shall be provided with CI/MS cover hinged to the frame.The electrical equipment shall be connected to the earth pit through 25x6mm size GI strip ( app 30 mtr ) for equipment earthing.
20
-
83000
Servicing and commissioning: The pumpsets along with all other elecrical equipments shall be serviced and commissioned in the presence of the Engineer-in-charge of work including trail running for a period of 90 days. The work shall include the following servicing and heat running of the pumpsets along with allied equipments. Calibration of switch gears relays and meters giving performance tests of all electrical equipments. Giving performance tests of the pumps such as discharge, efficiency and the power absorbtion etc. Providing operating and maintenance manuals of the pumps and allied equipments to the operating personnel. Giving trail run of the pumpsets for a period of 90 days from the date of successful commissioning. The contractor should employ personnel to operate & maintain the pumpset and accessories during the trial run period and should train the Board/Municiple Staff to operate the pumpsets.
1
-
81000
Fire Fighting Equipment a) Supply and installation of CO2 type fire extinguisher 2 Kg capacity with initial charge with wall mounting bracket, ready for use (TS 2678) - 2 Nos. b) Supplying and fixing of first aid box comprising of the standard medicines to be provided in the first aid box to give first aid treatment - 1 No. c) Providing shock treatment chart on wall with inside plastic sheet cover and ply wood backplate frame work complete. d) Supply one set of fire buckets (4 Nos) with round bottom made of GI sheets 24 SWG 9 ltrs. capacity painted inside white and outside red with a word `FIRE' on the face of the bucket along with stand to hang the buckets. e) Supplying rubber mats tested to 22KV with ISI mark grooved, of size 6'x3'x1/2" - 4 Nos. f) Supplying rubber gloves, electrical quality, tested to 22KV - 1 Pair g) Supplying and fixing of Danger/No Admission/No Smoking Board made out of MS sheet metal with two coats of non-corrosive enamelled paint.- 20 Nos
1
-
15000
Pressure Relief Valve Supply, delivery and erection at site reputed make pilot operated pressure relief valve of 150 mm dia. With Max. Permissible pressure 16 kgf/cm2 with the following specification.1] Valve should have direct scaling diaphragm 2) Activated by line pressure and controlled by two way diapharagm operated byadjustable pilot valve. 3] Dorot Valve should be installed on a Tee junction which would modulate automatically to maintain present inlet pressure and relieve the excess pressure out of the network. Material of Construction 1] Body and Bonet - 2]Diaphragm - Natural rubber [Standard] 3] Spring ; SS 302 4] Pilot valve - BrassISO 426 5] Coating - Eletrically applied over booked polyster 6]End connection - Flanges BS-IS Note : The outlet of pressure sustaining relief valve should be connected to sump using MS pipes and fittings. The errection work includes providing suitable size D/F M.S. Tee, anchoring with CC 1:2:4, cutting, welding etc., as directed by field engineers.
1
-
145260
Construction of metering cubicle and erection works Construction of platform with size stone, cement concert Per 25192 26401 for erection of Metering cubicle/Heavy Structure Equipment.Construction of platform (1.5x1.5x1.2) Mtr in size stone, for erection of transformers/Heavy equipment including all materials, labour.Excavation of (1.5x1.5x1) Mtr pit for foundation providing and laying cement concrete 1:4:8 for foundation laid in 10 cm thick layers, well compacted curing etc., complete providing and construction of stone masonary 0.9 Mtr below ground level and 1.2 Mtr above ground level neatly hammer dressed in cement morter 1:6. Providing and Laying cement concrete slab 1.5x1.5x0.10 Mtr with cement concrete of 1:2:4 mix forming & cutting complete, providing pointing to stone masonary in cement morter 1:3 after racking joint & nisely lining curing etc., plastering the concrete surfaces in cement morter 1:4 including smooth randering curing etc.,curing at every stages completely.
1
-
26401
Supply , Erection , Electrification & Testing Commissioning of 11 kV HT Metering cubicle of different CT Ratio, Both side cable entry type with 3 CT & 3 PT,With Transparent Cover TTB, with 30x8 mm Copper Busbar, Modem & 2 No of Meters for 3 Phase 4 Wire Metering without Load Break Switch (HT Metering Box Fabricated out of 3 mm MS Sheet duly epoxy powder coated)as per revised or recent hescom specifications .
1
-
160842
HG fuse unit : - Supply and fixing HG fuse unit including all hardwares etc complete as per the standard technical HESCOM speficifactions etc complete. (Set of 3 No's)
1
-
988.33
GOS : - Supply and fixing GOS 200 amps Double break unit including all hardwares etc complete as per the standard technical of HESCOM speficifactions etc complete.
1
-
7700.46
Cable End Seals : - Supply and fixing of 11 KV indoor and outdoor type reputed make heat srinkable cable end seals with all required materials including copper / aluminium lugs and terminals etc complete suitable for 3 x 95 Sqmm, 11 KV XLPE cable outdoor earthed type.
2
-
19710
__do__ 3 x 95 Sqmm, 11 KV XLPE cable indoor earthed type.
6
-
48984
Supply,Installation & Commissioning of LT Kiosk Panel/Feeder on LT Side of Transformer with Provisions such as suitable rating MCCB,Aluminium Bus Bar with 14 SWG Metal Box etc(This is to be operated if only Electrical Inspectorate insists)
2
-
101200
Supply, Erection, Electrification, Testing and Commissioning of 150HP or Suitable HP Centrifugal Pumpsets along with allied accessaries at pure water sump at wtp . Pumps: Supply & delivery at site brand new, best efficient reputed make horizontal split case centrifugal pump conforming to the latest ISS 1520 & ISS 5120 and the following description: 'a) Duty condition: Capable of delivering 59 LPS of pure water containing turbidity 20 PPM against a total head of 127 mtrs. One working and one standbye (i.e.100% standby) including suction lift of 3 mtrs 'b) Speed: Duty condition should be met at 1450 RPM. 'c) Shutt off head: Min 110% & Max 130% of the specified head. d) Material of Construction: d) Material of Construction: I) Casing cast iron II) Impeller CF8M 'III)Shaft-Stainless steel shaft-SS410 'IV) Stuffing Box-Graphite Absetos packing 'v)Wear ring-Phospor Bronze vi) Gland-Cast Iron vii)Interstage ring-phosper Bronze VIII) Neck ring-Bronze/ CF8M E) Driving End bearing: Grease lubricator roller/ball/journal bearing f) Non Driving end bearing:Grease lubricated deep groove ball bearing as well as journal bearing or deep groove ball bearing only. g) Coupling: Suitable size vibration proof flexible coupling with coupling guard, as recommende by the manufacturer of pump, for coupling to motor 'h)Base plate: Heavy duty common MS base plate for pump and motor with suitable 'I' section girders, channels, plates, bolts & nuts etc., NOTE: 1) The pump is required for operation at 480 mtrs. above MSL at a maximum ambient temp. of 45 C. 2) The duty condition of the pump should be to the left of BEP. 3) The Board reserves the right to select any stipulated make of pump.
2
-
1500000
Motor:- 150HP / 112 KW or suitable HP of reputed make horizontal foot mounted TEFC, squirrel cage induction 1500 RPM ( Syn ) motor for continuous duty conforming to ISS 4691 and ISS 325 for operation on 3 ph, 50 Hz, 440 volts a) Protection: IP 55 b) Insulation: `F' class c) Ambient temperature: 45 C 'd) Rating 15% more than maximum power required by the pump and capable of providing rated output upto + or - 10% voltage variation and + or - 3% frequency variation. Or combination of Both 'e) Driving & Bearing Grease lubricated roller bearing 'f) Non Driving bearing: Grease lubricated ball bearing.
2
-
845176
MS DOUBLE FLANGED PIPES AND SPECIALS. Supply & delivery at site brand new best indigenous double flanged Min 8.00 mm thick M.S. Pipes and specials suitable for test pressure equivalent to twice the working pressure. The pipes should be coated with Food grade epoxy primer coat of 45 micron thick and 2 coats of food grade reputed make epoxy paint of 80 microns thick each coat inside and anticorrossive paint outside. The pipe should be tested as per IS 3589 / 1996. The welding should be done as per IS 2825-1969. The thickness of flanges should confirm to IS 6392 - 1971. For Suction side: Minimum 250 mm dia or suitable size flanged pipes.-8mm thick
20
-
67600
-do-' Minimum 250 mm dia or suitable size MS double flanged radial bends-8mm thick
2
-
6132
-do-' Minimum 250mm dia or suitable size reputed make CI flanged foot valve
2
-
15000
-do-' Minimum 250x200mm dia or suitable size double flanged eccentric reducers
2
-
6000
For delivery side: '-do-' Minimum 200 mm dia or suitable size flanged pipes.-8mm thick
20
-
53800
-do-' Minimum 200 x 200 x200 mm or suitable size flanged tees with radial branch
2
-
4878
-do-' Minimum 150x200 mm dia or suitable size double flanged expanders.
2
-
4878
-do-' Minimum 350 mm dia or suitable size Dummy flange 20mm thick
1
-
3000
-do-' Minimum 350 mm dia MS double flanged pipes.
10
-
44253
-do-' minimum 350 mm dia MS Double flanged Bends.
2
-
8046
-do-' Minimum 350 x 350 x 80 mm dia or suitable size flanged Tee with radial branch
1
-
6034
-do-' For pressure relief valve connections : Minimum 150 mm dia Doble flanged pipe for connecting outlet of pressure relief valve to sump
15
-
18750
Supply and fixing of DI double flanged wafer type (Concentric) / double eccentrically disc, butterfly valves conforming to DIN 335 / IS 13095 with renewable soft seal on the disc and body seat face of nickel weld overlay micro finished / Integral Seat with power or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Face to face dimensions as per EN 558-1 basic series 14 (DIN 3203 F4) or AWWA C 504: 80 or BS 5155 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuts. The flange drilling standard is IS 1538. Hence, drilling of hole in the valves shall match with the pipe flange drilling standard. The valves are to be suitable for buried oepration wiht the gear box sealed and lubricated for life time operation. A) For Suction Side: 250mm Dia PN 10 DI double flanged eccentric butterfly valve
2
-
62720
Delivery Side Sluice Valve: Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG40/50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/ IS 14846-2000 / DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS etc complete with all lead & lift. 200 mm dia PN 16
2
-
59232
__do_ 150 mm dia PN 16 for pressure relief valve
1
-
10571
Dual Plate Check Valves Supply and fixing of Cast Steel Double flanged Dual plate check valve Class 150 Conforming to API 594 with latest amendments as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking etc., complete with all lead and lift. The rates are inclusive of cost of Bolts and Nuts 200 mm dia class 150
2
-
30164
Pressure Guage:- Supply & delivery at site reputed make glycerene filled stainless steel pressure gauge of 80mm / 100mm dia suitable for the above pumpsets with nipple, stop cock & two way cock for cleaning & necessary length of copper tubbing suitable for mounting on the delivery side of pump.
2
-
4000
Control Panel Board Units: Supply and delivery at site brand new reputed make floor mounting, free standing, cubicle type.Control panel Board Unit suitable for operation on 3Phase 50 Hz 380/440 Volts A.C supply fitted with the following: Non draw out panel mounting manual operated trip free operating mechanism sheet steel clad 400 Amps, fitted with 300 Amps or suitable amps Moulded case circuit breakers with current setting reange of 200-300 amps. reputed make of 35 KA breaking capacity with U/V release, shunt release and with suitable thermal release- 1 No. 1 No.-Under voltage release, 3 nos current transformer of suitable ratio burden and class of accuracy. 1 No.Neutral link. 1 set of compression glands for PVC cable, 1 No. earth leakage trip coil calibrated 50 to 100% or 1 No. Earth leakage relay other required fittings Phase indicating lamps with switches of reputed make - 1 set Panel mounting version digital type Ammeter of suitable CT ratio of reputed make - 1 No. reputed make 0-400 Amps ….do…... Voltmeter- 1 No. MS air insulated Bus Bar chamber with 4 Nos. 200 Amps. 5 MVA Air insulated Aluminium bus bar made of high conductivity, high strength aluminium alloy complying with the requirements of grade E91 E of IS 5082, suitably braced with non-hygroscopic SMS supports provision shall be made in the bus bar chamber for one incoming and five outgoing feeder. The bus bar chamber should be of adequate capacity to handle the incoming and out-going cables and for fixing the switchgears as per requirement - 1No. Auxiliary relay type VAA 33 of EE of reputed make for protection of Transformer and Alarm - 2 Nos. (one of WTI and another for OTI) 250 Amps heavy duty triple pole change over fuse switch comprising of two switches mounted on common chasis, complete with handle assembly door interlock and pad locking arrangement with mechanical linkage shorting links and 400 Amps capacity HRC fuses in sheet metal enclusure conforming to the latest ISS 4064 controls and switchgear of Board Approved make - 1 Nos. Dual parameter panel mounting version digital type energy meter/power factor meter with built in selector switch of Board approved make. 125 Amps TP load break heavy duty switch fuse unit with suitable capacity HRC fuses in sheet metal enclosure conforming to the latest ISS 4064 for capacitor circuit of approved by the Board - 2 Nos.32 Amps DP load break heavy duty switch fuse unit with rewireable fuses in sheet metal enclosure conforming to the latest ISS 4064 for lighting circuit of approved by the Board. 100 Amps MCCB wiith for filter house-1 no , 32 amps MCB -2 nos Set of cable entries and terminals suitable for numbers, type and size of aluminium conductor power cables, etc. - 1 Set Note :- 1) The panel board shall be complete with all other required fittings, and shall be fabricated using 2 mm thick sheet steel and suitable size copper cable / copperwire painted with two coats of a highly corrosing resistant primer applied wet on wet and a finishing coat of synthetic enamel paint of the ash grey shade. 2) H.R.C. fuses links for motor duty shall be provided to 450 Amps Change over switch fuse unit. 3) H.R.C. fuse link rated not less than 1.5 times the rated current of the capacitor bank shall be provided in the 250 Amps capacity switch fuse unit for capacitor circuit.4) The internal wiring shall be done using adequate size insulated electronned copper strip or cable of 1.1 KV grade.5) The bus bar chamber should be of adequate size to accommodate all incoming, outgoing cables and required switch gears.6) The painting should be done using seven tank process. 7) Mounting a 300 Amps 4 pole change over switch with HRC Fuses of suitable capacity and any Board approved make in compartment with Door interlock and providing Aluminium Bus Bar for the termination of cable from two transformers -1 NO
1
-
160000
Flux Compansated Magnetic Amplifier low voltage/Harmonic free soft starter Supply and delivery of 150 HP or suiatble HP soft starter based on Flux compensated magnetic amplifier technology of reputed make for smooth starting by torque control and reduction in starting current etc. The starter should have 1 no-400 Amps or suitable amps and 1 no 300 Amps or suitable amps Air break contactor for make and break. The entire status of operation & fault should be displayed on a 7 segment 5 digit Digital display with its meaning on the front panel door. Resin cast dualcore Current transformers of suitable ratio, burden and class of accuracy conforming to the latest IS 2705 with 15 VA burden for protection, class 5 P10 and class 1, for metering - 3 nos. 0.5-60 Secs on and off delay timer for automatic change oer from reduced voltage to full voltage. Reputed make -1 No.Start - Stop push buttons, conforming to the latest ISS 6875 of reputed make - 1 Set Motor ON indicating lamp of reputed make - 1 No.Panel mounting version digital type Ammeter of suitable CT ratio ,reputed make -1 No. Panel mounting version digital type Voltameter of reputed make - 1 No. C.T. operated thermal oer load relay reputed make - 1 No. Single phase preventor of reputed make - 1No. Under/over voltage relay. of reputed make with built in PT's for each phase - 1 No. Indicating lamps, RED,GREEN AND AMBER LAMP of rating 230m volts AC of reputed make - 1 Set Alarm bell suitable for 230V, AC, 50 HZ-1 No. Cable box with compression type cable glands for incoming cables - 1 No. Cable box with compression type cable glands for out going cables -1 No.Earth leakage relay with core balanced current transformer of reputed make , Aux relay for alarm protection and cancellation - 1 No. Control terminals and power terminals - 1 Set NOTE: 1) The starter panel shall be fabricated using 16 SWG sheet, steel flats and suitable size angle iron. 2) All copper joints shall be electrotinned. 3) The control wiring shall be done usig 1100 volts grade adequate size multicore copper cable of Finolex / Uniflex make. 4)All the control wiring shall be properly ferruled. 5)The circuit shall be designed for close transition using KORNDOREER Principle and should ensure smooth change over from top voltage to the full voltage without any momentory interruption in power supply to the motor 6. The starter panel is required for intallation at an altitudenot exeeding 0 m above MSL and the maxium ambient air temperature of 45 degree C. 7. The starter panel shall be complete with all other required fitting f.8.The panel shall be designed to conform to the requirement of the latest IS 8623, factory built assembly of switch gears and control gears. 9.The inter connections shall be done using adequate size insulated electrolytic copper strip and copper cable. 10.The Starter shall be suitable for Six starts per hour. 11.The Painting should be done using Seven tank process. 12.The FCMA unit should be Air cooled. 13.The FCMA soft starter shall be dust and vermin proof and suitable for indoor mounting.
2
-
290000
Main side Cable:Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 3.5 x240 Sqmm
75
-
84750
Load side cable : Supply and delivery at site brand new reputed make approved by Board 3.00 core 185 Sqmm Aluminium standard conductors PVC insulated sheated steel tape / wire armoured PVC outer sheated 1.1 KV class LG cable confirming to the latest ISS 1554 3 x 185 sqmm
60
-
53700
_do_ 3 x 70 sqmm ( capacitor cable )
15
-
5250
Transformer : Supply and delivery at site reputed make oil immersed naturally cooled continuous duty with copper winding 250 KVA 11,000/433 volts 3 Ph 50 Hz DYn 11 vector group distribution transformer conforming to ISS 2026 / 1977 or its latest amendements fitted with the following suitable for outdoor installation.5 star rated Energy Efficiency level 3 a) Dehydrating breather b) Oil conservator c) Drain plug for conservator d) Off ciruit trap changer in steps of +2.5% from -7.5% to +7.5% for high voltage compensation for Transformer upto 100 KVA and -10% to +5% for Transformers 160 KVA and above.e) Thermometer pack with the thermometer f) Base channel - 2 Nos g) Lifting lugs - 2 Nos. h) Flat rollers i) Connecting pipe j) Oil guage - 1 Nos. k) Filter valve, Air release plug - 1 no. l) Filter cum drain valve m) Winding temperature indication n) Residual oil drain plug - 1 No. o) Explosion vent p) Radiator q) cable box for high voltage side r) Cable box for low voltage side. s) Double float gas actuted buchholz relay with contractor for alarm trip, for Transformer of 200 KVA and above. t) Earthing terminal - 2 Nos. u) 150 mm dia dial type WTI with alarm and trip contacts v) 150 mm dia dial type OTI with alarm and trip contactos w) Marshalling box x) New cables from transformer to control panel board from WTI and OTI.Losses of Transformer as per IS 1180 Level 3 , 5 star Rated : The transformer shall be fitted with all other standard fittings and painted with oil resistant paint internally with one coat of premier and externally with two coats of synthetic shade high grey paint to shade No. 631 of ISS and shall be supplied with first filling of transformer oil etc., complete (test certificate shall be furnished)
2
-
1202000
Load break switches 11KV : Supplying, erection , testing & commissioing of 11Kv load break switch with connected acessories & hard wares etc suitable for outdoor type complete as per latest IS stnanard technical specifications Onload air break switch with fuse trip mechanism 3 PH 630 A 11 KV 184 KA HRC fuses with tapping breakpin. earthing 25x3 tin coated alluminium bus bar.
3
-
268570.5
Lightening Arrestor : Supply and delivery at site brand new best indegeneous make 11 KV, 9 KA or suitable valve type arrestors conforming to ISS 3070 with all the standard fitting etc., complete. (Set of 3 nos.)
1
-
1268.74
HG fuse unit : - Supply and fixing HG fuse unit including all hardwares etc complete as per the standard technical of HESCOM speficifactions etc complete (Set of 3 nos.)
1
-
988.33
GOS : - Supply and fixing GOS 200 amps single break unit including all hardwares etc complete as per the standard technical of HESCOM speficifactions etc complete
1
-
7700.46
Two Pole Structure : Supply and preparing 2 pole structure using 9.0 Mtr RCC pole 145 KG WL wherever required as per HESCOM rules and specification including trasportation from factory to work spot, loading unloading and head load to nearest site, digging pit to a depth of 2.0 M, alligning it, refilling the soil, ramming etc., complete including providing CC 1:4:8 base concrete to pole of 500 x 650 x 150mm thick and providing concrete 1:2:4 alround the pole of 500 x 500 x 1700mm thick and coping, curing etc., complete as per HESCOM specifiactions
1
-
25413.86
11 KV XLPE Cable : HT Cable: Supplying and laying of high tension 11KV cable, Dry Curing & Dry Cooling with true triple extrusion, simultaneously through a single common head, 3 core under ground XLPE (E) cable having stranded compact circular aluminium conductor, screened insulated, insulation screened with extruded semiconducting compound in combination with copper tape, core laid up extruded inner sheathed of GI flat strip armoured and overall PVC sheathed with specified IS 098/11/85 with latest amendments.Supply of reputed make 3x95 sqmm alluminium XLPE earthed 11 KV HT cable for connecting metering cubical to pole structure. (R mtr)
50
-
52000
Chain linked wire fencing : Supply and providing chain linked wire fencing for 11 KV transformer sub-station. The chain linked fencing should be with 2"x2"x8 SWG wire welded to angle iron frames of size 2.5 M x 2.5 M using angle of 50x50x6 MM. The frame be fixed to the supporting channels spaced at 2.5 M of size 100x50 m 3.1 M height fixed in CC (1:2:4) at bottom etc., including cost of all materials transportation and labour for fixing, silver painting etc., complete with door of 2.5 m size at suitable places . (sqmtr)
100
-
85800
Erection of Transformer Sub-Station : Formation of suitable CC platform using all the required materials such as cement sand, jelly with MS rails embeded in platform for the errection of transformers , LBS and errecting transformers on the above platform using all the required materials spreading and consolidation of 40 mm down size jelly allround the transformer sub-station. The job includes errection of pole structures, GOS, DOLO, lightening arrestor, LBS etc., in a complete manner to receive power from the supply side and transmit to the load side.
1
-
52802
Erection of pumpsets:- providing foundation for pumpsets and Formation of suitable block machine foundation in RCC 1:2:4 separately for each pumpset, (including stand by pumpsets) conforming to the latest ISS 2974/using all the required materials such as cement, sand, jelly etc., complete including necessary earth work excavation, refilling curing etc., complete. Erection of the pumpset mounted on the common base plate on the above foundation using the required materials such as foundation bolts, key locks, self inter locking bolts, washers etc., complete. Levelling, aligning of the pumpsets on the founation. Grounding and dynamic balancing of the pumpset on the above foundation using all the required materials including such as foundation bolts, key locks, self inter locking bolts, washers etc., complete. Levelling, aligning of the pumpsets on the founation. Grounding and dynamic balancing of the pumpset on the above foundation using all the required materials including dewatering, construction of pump pit etc., complete. for 2 pumps
1
-
22400
Laying and jointing of MS pipes and specials for suction and delivery connections of the pump using suitable size bolts, nuts, packing etc., complete including fixing foot valve, all types of valves, gauges, strainers, delivery and suciton manifold. The work shall includie providing pipe supports, thrusts block in CC 1:2:4 prop., wherever necessary upto the end of the delivery manifold, using all the required materials such as sand, cement jelly including making holes in sump, pump house for laying suction and delivery pipes, packing of holes with CC 1:2:4 etc., complete.
1
-
26666.67
Erection of control panel board on CC foundation including formation of CC foundation in CC 1:2:4 prop. using all the required materials such as cement, jelly etc., complete including errection of the panel board, on CC foundation using reqired materials such as MS channels, bolts, nuts, washers, etc., complete.
1
-
4000
Erection of Starter panel: On CC foundation including formation of CC foundation using all the required materials such as cement, jelly etc., complete using required materials such as MS channel bolts, nuts and washers etc., complete.
2
-
6000
Erection of Capaciter bank: On CC foundation including formation of CC foundation using all the required materials such as cement, jelly etc.,
2
-
1600
Laying of Main side cable in new Trenches:- The works shall include trench 0.5 vide 0.6 mtrs deep providing murrum bedding laying the cable in trench, providing cable covering tiles, refilling, consolidation, providing cable route indicating CC blocks of size 15cms x 6 x 6 cms at the appropriate locations etc., complete. a)3.5 x 95 Sqmm 11 KV XLPE cable
15
-
1455
__do__ b)3.5 x 240 Sqmm Main Side Cable
65
-
7215
In GI pipe : The work shall be include running the cable above ground using 2.9 mm thick suitable dia GI pipe with necessary clamps, bolts, nuts, washers etc., for fixing the pipes on the pole and drainage crossing etc., complete. a)3.0 x 95 Sqmm 11 KV XLPE cable
10
-
5660
_-do_b)3.5 x 240 Sqmm Main Side Cable
10
-
6880
Laying of Load side cable:- Running the cable in existing ducts including properly securing cable in position etc., complete using all the required materials etc., complete i) 3 core 185 Sqmm (load side cable)
60
-
2100
Laying of Capacitor Cable : Running the cable in existing ducts including properly securing cable in position etc., complete using all the required materials etc., complete i) 3 core 70 Sqmm (load side cable)
15
-
232.5
Cable End Seals : - Supply and fixing of 11 KV indoor and outdoor type reputed make heat srinkable cable end seals with all required materials including copper lugs and terminals etc complete suitable for a) 3 x 95 Sqmm, 11 KV XLPE cable outdoor earthed type.
2
-
19710
_-do__ b) 3 x 95 Sqmm, 11 KV XLPE cable indoor earthed type.
6
-
48984
Cable Terminations: Termination of cable using copper ring to the terminal end for solderless crimping to aluminimum conductors by adopting crimping tool. i)3.50 Core240 sqmm 1100 volts class cable main side
4
-
1852
_-do_- ii)3 Core1 185 sqmm 1100 volts class cable load side
8
-
2616
_-do_- iii)3 Core 70 sqmm 1100 volts class cable
4
-
380
Power Shunt Capacitors:- Supply and delivery at site brand new reputed make low loss, high efficient 2 banks of 60 KVAR power shunt capacitors conforming to ISS 2834, suitable for operation on 3 phase, 50 Hz., 380 / 440 volts, AC supply required form maintaining the power factor of the installation at not less than 0.95 lagging. a) The capacitor shall be provided with a suitable discharge device to reduce the voltage between the terminals, to allowable level within one minute. b) Terminal cover on all the units and bank shall be provided.
120
-
48000
Tool Kit: Supply and delivery at site best reputed make tool sets for operation and maintenance of the above pumpsets comprising of the following. a) Double end spanner 1/4" to 1" - 1 set b) Screw driver insulated 11" - 1 No c) Screw driver insulated 8" - 1 No d) Cutting puller insulated 8" - 1 No e) Hammer with handle 1 Kg - 1 No f) Pipe wrench 24" - 1 No g) Pipe wrench 18" - 1 No h) Pipe wrench 12" - 1 No i) Hammer with handle 5Kgs - 1 No j) Grease gun - 1 No k) Ring spanners 1/4" to 1" - 1 set l) Mutli meter - 1 No.Clip on meter m) Meggar - 1 No.1.1KV
1
-
12500
Earthing: Providing earthing as per latest IS 3043, and the work shall include the following Supply and providing, earthing electrodes comprising of GI pipe 40mm dia 2.9 mm thick 2.5 mtrs long, the pipe shall have 16 through holes of 12mm dia staggered along the length of the pipe as per ISS suitable length 19mm dia GI pipe provided with mesh covered furnel GI bolts, nuts washers, check nuts, at one end and coupled to main electrodes through a 40 mm x 19 mm GI conduct at the other end.An inspection chamber of 300x300x300mm size shall be constructed with CC 1:3:6 prop., 150mm thick for sides and 100mm thick at bottom. The chamber shall be provided with CI/MS cover hinged to the frame.The electrical equipment shall be connected to the earth pit through 25mmx11 mm size or 25x 6mm size GI strip or suiatble strip as per IS for equipment earthing.(approximate length 30 meters)
18
-
74700
Servicing and commissioning: The pumpsets along with all other elecrical equipments shall be serviced and commissioned in the presence of the Engineer-in-charge of work including trail running for a period of 90 days. The work shall include the following servicing and heat running of the pumpsets along with allied equipments.Calibration of switch gears relays and meters giving performance tests of all electrical equipments.Giving performance tests of the pumps such as discharge, efficiency and the power absorbtion etc. Providing operating and maintenance manuals of the pumps and allied equipments to the operating personnel. Giving trail run of the pumpsets for a period of 90 days from the date of successful commissioning. The contractor should employ personnel to operate & maintain the pumpset and accessories during the trial run period and should train the Board/Municiple Staff to operate the pumpsets.
1
-
81000
Fire Fighting Equipment a) Supply and installation of CO2 type fire extinguisher 2 Kg capacity with initial charge with wall mounting bracket, ready for use (TS 2678) - 2 Nos. b) Supplying and fixing of first aid box comprising of the standard medicines to be provided in the first aid box to give first aid treatment - 1 No. c) Providing shock treatment chart on wall with inside plastic sheet cover and ply wood backplate frame work complete. d) Supply one set of fire buckets (4 Nos) with round bottom made of GI sheets 24 SWG 9 ltrs. capacity painted inside white and outside red with a word `FIRE' on the face of the bucket along with stand to hang the buckets. e) Supplying rubber mats tested to 22KV with ISI mark grooved, of size 6'x3'x1/2" - 4 Nos. f) Supplying rubber gloves, electrical quality, tested to 22KV - 1 Pair g) Supplying and fixing of Danger/No Admission/No Smoking Board made out of MS sheet metal with two coats of non-corrosive enamelled paint.- 25 Nos
1
-
15000
Pressure Relief Valve- Supply, delivery and erection at site reputed make pilot operated pressure relief valve of 150 mm dia. With Max. Permissible pressure 11 kgf/cm2 with the following specification. 1] Valve should have direct scaling diaphragm 2) Activated by line pressure and controlled by two way diapharagm operated by adjustable pilot valve. 3] Dorot Valve should be installed on a Tee junction which would modulate automatically to maintain present inlet pressure and relieve the excess pressure out of the network. Material of Construction 1] Body and Bonet - 2]Diaphragm - Natural rubberk [Standard] 3] Spring ; SS 302 4] Pilot valve - BrassISO 426 5] Coating - Eletrically applied over booked polyster 6]End connection - Flanges BS-IS Note : The outlet of pressure sustaining relief valve should be connected to sump using MS pipes and fittings. The errection work includes providing suitable size D/F M.S. Tee, anchoring with CC 1:2:4, cutting, welding etc., as directed by field engineers.
1
-
145260
Construction of metering cubicle and erection works Construction of platform with size stone, cement concert for erection of Metering cubicle/Heavy Structure Equipment.Construction of platform (1.5x1.5x1.2) Mtr in size stone, for erection of transformers/Heavy equipment including all materials, labour.Excavation of (1.5x1.5x1) Mtr pit for foundation providing and laying cement concrete 1:4:8 for foundation laid in 10 cm thick layers, well compacted curing etc., complete providing and construction of stone masonary 0.9 Mtr below ground level and 1.2 Mtr above ground level neatly hammer dressed in cement morter 1:6. Providing and Laying cement concrete slab 1.5x1.5x0.10 Mtr with cement concrete of 1:2:4 mix forming & cutting complete, providing pointing to stone masonary in cement morter 1:3 after racking joint & nisely lining curing etc., plastering the concrete surfaces in cement morter 1:4 including smooth randering curing etc.,curing at every stages completely.
1
-
26401
Electro magnetic flow meter : Supply, install and commissioning of Electromagnetic Flow Meter (EMF) As Per ISO 4064, for raw/Pure water with accuracy +/-0.5% of measured value & protection as per given specifications for size 350 mm including sensor, transmitter surge arrestor, cable GI duct if suitable size for 25 mtrs built in GSM (with Simcard and its charges,valid for 36 months) including the pipe cutting,leveling and installation of flow meter in the pipelines with necessary tool tackles, cranes including 36 months guarantee etc complete, as may be required at site & based on technical pecifications.Mandatory Accessories: 1) The sensor should be as per IP-68 protection & with flanges of PN 10 rating from CS-1 No. 2) The sensor coil housing shall be IP- 68.This protected against external magnetic field. 3) The transmitter shall have one current 4 m A-20 mA output. 4) The current output shall be galvanically / optically isolated. transients without damage. It shall be fitted with switched mode power supply capability 85-260 V & 45-65 Hz to cope up with power transient without damage 5) Signal & power cables shall be of 50 Mtrs length/each. 6) Conduit pipe ( PVC Plumbing schedule 4 ) 25 mm diameter with suitable rating of cable with digging, laying & concealed the duct - 25 mtrs/each 7) UPS working on 230 V AC, 50 Hz power supply suitable for 12 hrs continuous operation-1 No. 8) Data storage capacity with built in or separate for date time, actual flow rate, totaliser & error messages if any with storage capacity of 120 days -1 No. 9) Proper earthing shall be provided for protection against high voltage surge. 10) Suitable over voltage protection unit for protection of instrument from higher voltage (upto 275 V-300 V AC) 11) Fixing flow meter transmitter to internal walls of buildings in a suitably designed panel cabinet with proper locking arrangement with glass window on front door for seeing the readings of flow transmitter and data logger without opening of the panel cabinet. electrical power supply from near by apparatus. The panel cabinet shall be It should house complete ancillaries and including the provision for connection of prewired and with suitable gland entries.
1
-
375720
supply , erection , testing & commissioning of 11 kV HT Metering cubicle of different CT Ratio, Both side cable entry type with 3 CT & 3 PT, With Transparent Cover TTB, with 30x8 mm Copper Busbar, Modem & 2 No of Meters for 3 Phase 4 Wire Metering without Load Break Switch (HT Metering Box Fabricatedout of 3 mm MS Sheet duly epoxy powder coated) as per revised or recent hescom specifications .
1
-
160842
Supply,Installation & Commissioning of LT Kiosk Panel/Feeder on LT Side of Transformer with Provisions such as suitable rating MCCB,Aluminium Bus Bar with 14 SWG Metal Box etc(This is to be operated if only Electrical Inspectorate insists)
2
-
93200
SUPPLY, ERECTION, ELECTRIFICATION, TESTING AND COMMISSIONING OF 40 HP OR SUITABLE HP SUBMERGED CENTRIGUFAL PUMPSETS ALONG WITH ALLIED ACCESSORIES FOR PUMPING WATER FROM IR TO WTP Supply and delivery of the equipment included in the facilities at project site: Raw water submerged centrigugal Pumpsets: Supply & delivery at site brand new, best efficient make horizontal suspended raw water submerged centrifugal pumpsets conforming relevant standards and the following. a)Duty Condition: Capable of delivering a discharge of 61 lps of Turbid water containing turbidity upto 1000ppm against 32 mtr during solo operation b) Speed: Duty condition should be met at 1500 RPM.(Syn) c) Shutt off head: Min 110 % & Max 130 % of the specified head. d) Material of construction: Motor Casing, Oil Chamber :Cast Iron (FG 260 as per IS 210 or GG25 or EN-JL1040) Motor (Squirrel Cage) Rotor:Copper Bar only ""Mechanical Seals: Primary (Inboard) : Silicon Carbide v/s Silicon Carbide or Tungsten Carbide v/s Tungsten Carbide Secondary (Outboard): Carbon v/s Cast Chrome Molybdenum Steel or Carbon v/s Silicon Carbide or Tungsten Carbide"" ""Elastomers: rings of Viton Bellows of either Viton OR Nitrile"" Fasteners: Stainless Steel Pump (Bowl) Casing:Cast Iron (FG 260 as per IS 210 , Impeller :Cast Austenitic Stainless Steel (SS 316 or CF 8M or 1.4406) Wearing Rings : Cast Austenitic Stainless Steel (SS 316 or CF 8M or 1.4406) Pump-Motor Shaft: Stainless Steel (SS 410 or SS 430 or 1.4021 or 1.4460) Suction Strainer: Stainless Steel 202 Portable Stand( Suspended stool) : MS (C15) Fabricated with Epoxy Coating "MOTOR: The submersible motor shall be dry, squirrel cage type suitable for 3 phase, 50 cycles, 415 volts AC supply suitable complete confirming to IEC60034 shall be of such capacity to provide under working site condition a power more than the maximum power required by the pump. Continuous duty with class 'F' insulation. Winding of the motor shall be impregnated by resin. Motor shall have integral cable entry port better starting torque characteristics. The enclosure for motor shall be IP-68. Each phase of the motor provided with thermic switches of Bi-metalic electro-mechanical temperature detectors. The motor shall operate satisfactorily at all operating levels wetwell. The motor shall be sealed against entry of liquid being pumped by using two mechanical seals. Motor pump should have the following in built protection connections. l) Thermistors protection connection against over heating of motor by thermister embedded in each phase. 2) Sensor monitor connection against entry of liquid in the oil chamber by the moisture sensor provided inside the oil chamber. 3) Reverse rotation protection connection device which trips the motor in case of reverse rotation due to wrong electrical connection. 4) Bearing temperature sensor for protection from overheating of Bearings. 5) Moisture sensor for detection of leakage in stator housing. 6) Liquid level controller ( PMU ) to facilitate auto operation and prevent dry running of pumps. The pumpset shall be supplied along with extra tough water proof PVC sheathed water proof submersible cable of suitable capacity copper cable. The motor shall be provided with 40 mtr of copper power cable of 2RX4C x 35 sqmm or suitable size sqmm and control cable of 1R x4 Cx 1.5 sqmm or suitable size cables of reputed make. The delivery nozzle of the pump shall be minimum 150 mm dia . The cable shall be terminated/ connected to pump monitor unit/ Starter panel using necessary cable terminations. Note:- 1) Motor offered shall be of such capacity to provide the maximum power requirement of impleller of the pump incluidng transmission, shaft losses with a 10% margin in the capacity of the motor when only one pump is operated in the system. 2) The motor shall be suitable for required output when line voltage variation is +/- 10% and frequency variation of +/- 5% in any combination of these voltage and frquency variation. 3) The motor should be capable of providing the required output an ambient air temperature of 45 degree centigrade. 4) The shaft head of the pump offered should be minimum 110% and maximum 130% of the specified head. The loading for low efficient pump will be done based on each excess power consumed by over a period of 15 years when compared to the best efficient pump. 5) The Board preserves the right to select any of stipulated make of pump and motor as such tenderer should be prepared to provide any of the stipulated makes pump and motor selected by the Board. 6) The motor shall be suitable for starting the pumpset with suitable starter. Note:- submered centrifugal pumpset should be installed in the intake well and will be submerged. Hence, the pumpset should suit above system. Orientation:Horizontal Installed by:Portable Stand ( Horizontal) Suitable BTD's shall be provided for bearing temperature indication for both DE and NDE side and shall be terminated in terminal box for connection to SCADA system/ temperature scanner."NOTE: 1) The pump is required for operation at 498 mtrs. above MSL at a maximum ambient temp. of 45 C. 2) The duty condition of the pump should be to the left of BEP. 3) The Board reserves the right to select any stipulated make of pump.
2
-
964803.06
DOUBLE FLANGED PIPES AND SPECIALS. Supply & delivery at site brand new best indigenous double flanged min 8.00 mm thick M.S. Pipes and specials suitable for test pressure equivalent to twice the working pressure. The pipes should be coated with Food grade epoxy primer coat of 45 micron thick and 2 coats of reputed make epoxy paint of 80 microns thick each coat inside and anticorrossive paint outside. The pipe should be tested as per IS 3589 / 1996. The welding should be done as per IS 2825-1969. The thickness of flanges should confirm to IS 6392 - 1971. For delivery side: Minimum 200 mm dia or suitable size flanged pipes.
30
-
76032
-do-' Minimum 200 mm dia or suitable size MS radial bend.
2
-
4608
Delivery Manfold: Supply and delivery at site brand new best indegenious make MS pipe manfold of 8.00mm valve thickness and 350 mm dia
20
-
80460
-do-' Minimum 350 x 350 x 80 mm dia or suitable size flanged Tee with radial branch
1
-
4773
Dismantling joint Providing, erecting and commissioning M.S. Dismantling joint as per requirement and Department's approved drawing and specifications, including machining and rubber rings and suitable for 16 kg/cm2 working pressure with required flanges of suitable size with nut bolts etc complete. The joint should have through long bolts so that during normal working pressure there should be no sliding movement of sliding flanges. L.O.F. ( length over flange ) should not be less than 75% of dia. 200 mm Dia
2
-
17250
For pressure relief valve connections : Minimum 80 mm dia MS Doble flanged pipe for connecting outlet of pressure relief valve to sump
5
-
3750
Delivery Side Sluice Valve: Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG40/50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/ IS 14846-2000 / DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS etc complete with all lead & lift. 200 mm dia PN 16
2
-
59232
__do --- for pressure relief valve 80 mm Dia PN 16
1
-
8301
Dual Plate Check Valves Supply and fixing of Cast Steel Double flanged Dual plate check valve Class 150 Conforming to API 594 with latest amendments as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking etc., complete with all lead and lift. The rates are inclusive of cost of Bolts and Nuts 200 mm dia class 150
2
-
30164
Pressure Guage:- Supply & delivery at site reputed make glycerene filled stainless steel pressure gauge of 80mm / 100 mm dia suitable for the above pumpsets with nipple, stop cock & two way cock for cleaning & necessary length of copper tubbing suitable for mounting on the delivery side of pump.
2
-
4000
Control Panel Board Units: 'Supply and delivery at site brand new reputed make the Board, floor mounting, free standing, cubicle type control panel board unit suitable for operation on 3 phase 50 cycles 380/433 volts AC supply fitted with the following: '100 Amps or suitable Amps MCCB with current setting range of 80-100 Amps of reputed make , suitable for operation on 3 phase 50 cycles 380/440 volts AC supply of 32 KA breaking capacity with U/V release, shunt release & with thermal release -1 No. 'Phase indicating lamps with switches of reputed make - 1 set 'Panel mounting version digital type Ammeter of suitable CT ratio of reputed make - 1 No. ….do…... Voltmeter- 1 No. 'MS air insulated bus bar chamber with 4 Nos.400 Amps. 5 MVA Air Insulated Aluminium bus bar made of high conductivity, high strength aluminium alloy complying with the requirements of grade E91 E of IS 5082, suitably braced with non-hygroscopic SMS supports provision shall be made in the bus bar chamber for One incoming and Five outgoing feeder. The bus bar chamber should be of adequate capacity to handle the incoming and out-going cables and for fixing the switchgears as per requirement - 1 No. Auxiliary relay type VAA 33 for protection of Transformer and Alarm.-2 Nos.100 Amps heavy duty triple pole change over fuse switch comprising of two switches mounted on common chasis, complete with handle assembly door interlock and pad locking arrangement with mechanical linkage shorting links and 100 Amps capacity HRC fuses in sheet metal enclosure conforming to the latest ISS 4064 controls and switchegear or Board approved make.- 1 No 'Dual parameter panel mounting version digital type energy meter/power factor meter with built in selector switch of Board approved make- 1 No. 40 Amps TP load break heavy duty switch fuse with suitable capacity HRC fuses in sheet metal enclosure conforming to the latest ISS 4064 for capacitor circuit of make approved by the Board.- 2 Nos. 32 Amps DP load break heavy duty switch fuse unit with rewireable fuses in sheet metal enclosure conforming to the latest ISS 4064 for lighting circuit of approved by the Board. Set of cable entries and terminals suitable for numbers, type and size of aluminium conductor power cables, etc. - 1 Set Mounting a 125 Amps, 4 Pole Change Over Switch with HRC fuses of suitable capacity and any Board approved make in a Compartment with Door,interlock and providing Aluminium BusBar for the Termination of cables from the Two Transformers.-1 no Note :- 1) The panel board shall be complete with all other required fittings, and shall be fabricated using 2 mm thick sheet steel and suitable size copper cable / copperwire painted with two coats of a highly corrosing resistant primer applied wet on wet and a finishing coat of synthetic enamel paint of the ash grey shade. 2) H.R.C. fuses links for motor duty shall be provided to 100 Amps Change over switch fuse unit. 3) H.R.C. fuse link rated not less than 1.5 times the rated current of the capacitor bank shall be provided in the 40 Amps capacity switch fuse unit for capacitor circuit. 4) The internal wiring shall be done using adequate size insulated electronned copper strip or cable of 1.1 KV grade. 5) The bus bar chamber should be of adequate size to accommodate all incoming, outgoing cables and required switch gears. 6) The painting should be done using seven tank process.
1
-
85000
Flux Compansated Magnetic Amplifier low voltage/Harmonic free soft starter Supply and delivery of 40 HP or suiatble HP soft starter based on Flux compensated magnetic amplifier reputed make for smooth starting by torque control and reduction in starting current etc. The starter should have 1 no-80 Amps and 1 no 60 Amps Air break contactor for make and break. The entire status of operation & fault should be displayed on a 7 egment 5 digit Digital display with its meaning on the front panel door. Resin cast dualcore Current transformers of suitable ratio, burden and class of accuracy conforming to the latest IS 2705 with 15 VA burden for protection, class 5 P10 and class 1, for metering - 3 nos. 0.5-60 Secs on and off delay timer for automatic change oer from reduced voltage to full voltage. reputed make -1 No.Start - Stop push buttons, conforming to the latest ISS 6875 of reputed make - 1 Set Motor ON indicating lamp of reputed make - 1 No.Panel mounting version digital type Ammeter of suitable CT ratio of reputed make -1 No. Panel mounting version digital type Voltameter of suitable CT ratio of reputed make - 1 No. C.T. operated thermal oer load relay of reputed make - 1 No. Single phase preventor of reputed make - 1No. Under/over voltage relay. of reputed with built in PT's for each phase - 1 No. Indicating lamps, RED,GREEN AND AMBER LAMP of rating 230m volts AC of reputed make - 1 Set Alarm bell suitable for 230V, AC, 50 HZ-1 No. Cable box with compression type cable glands for incoming cables - 1 No. Cable box with compression type cable glands for out going cables -1 No. Earth leakage relay with core balanced current transformer of reputed make Aux relay for alarm protection and cancellation - 1 No. Control terminals and power terminals - 1 Set NOTE: 1) The starter panel shall be fabricated using 16 SWG sheet, steel flats and suitable size angle iron. 2) All copper joints shall be electrotinned. 3) The control wiring shall be done usig 1100 volts grade adequate size multicore copper cable of reputed make. 4)All the control wiring shall be properly ferruled. 5)The circuit shall be designed for close transition using KORNDOREER Principle and should ensure smooth change over from top voltage to the full voltage without any momentory interruption in power supply to the motor 6. The starter panel is required for intallation at an altitudenot exeeding 0 m above MSL and the maxium ambient air temperature of 45 degree C. 7. The starter panel shall be complete with all other required fitting f.8.The panel shall be designed to conform to the requirement of the latest IS 8623, factory built assembly of switch gears and control gears. 9.The inter connections shall be done using adequate size insulated electrolytic copper strip and copper cable. 10.The Starter shall be suitable for Six starts per hour. 11.The Painting should be done using Seven tank process. 12.The FCMA unit should be Air cooled. 13.The FCMA soft starter shall be dust and vermin proof and suitable for indoor mounting.
2
-
120000
Main side Cable:Supply and delivery at site reputed make approved by Board 3.50 Core 70 Sq mm Alluminium conductors PVC sheathed armoured 1.1 KV class UG Cable conforming to the latest ISS 1554
150
-
52500
Load side cable : Supply and delivery at site brand new reputed make 3.00 core 50 Sqmm Aluminium standard conductors PVC insulated sheated steel tape / wire armoured PVC outer sheated 1.1 KV class LG cable confirming to the latest ISS 1554.
30
-
9000
Transformer : Supply and delivery at site reputed make oil immersed naturally cooled continuous duty with copper winding 63 KVA 11,000/433 volts 3 Ph 50 Hz DYn 11 vector group distribution transformer conforming to ISS 2026 / 1977 or its latest amendements fitted with the following suitable for outdoor installation.5 star rated Energy Efficiency level 3 a) Dehydrating breather b) Oil conservator c) Drain plug for conservator d) Off ciruit trap changer in steps of +2.5% from -7.5% to +7.5% for high voltage compensation for Transformer upto 100 KVA and -10% to +5% for Transformers 160 KVA and above. e) Thermometer pack with the thermometer g) Lifting lugs - 2 Nos. h) Flat rollers i) Connecting pipe j) Oil guage - 1 Nos. k) Filter valve, Air release plug - 1 no. l) Filter cum drain valve m) Winding temperature indication n) Residual oil drain plug - 1 No. o) Explosion vent p) Radiator q) cable box for high voltage side r) Cable box for low voltage side. s) Double float gas actuted buchholz relay with contractor for alarm trip, for Transformer of 200 KVA and above. t) Earthing terminal - 2 Nos. u) 150 mm dia dial type WTI with alarm and trip contacts v) 150 mm dia dial type OTI with alarm and trip contactos w) Marshalling box x) New cables from transformer to control panel board from WTI and OTI. Losses of Transformer as per IS 1180 Energy Efficiency Level 3 r 5 star rated . The transformer shall be fitted with all other standard fittings and painted with oil resistant paint internally with one coat of premier and externally with two coats of synthetic shade high grey paint to shade No. 631 of ISS and shall be supplied with first filling of transformer oil etc., complete (test certificate shall be furnished)
2
-
550000
Load break switches 11KV : Supplying, erection , testing & commissioing of 11Kv load break switch with connected acessories & hard wares etc suitable for outdoor type complete as per latest IS stnanard technical specifications Onload air break switch with fuse trip mechanism 3 PH 630 A 11 KV 184 KA 350K HRC fuses with tapping breakpin. earthing 25x3 tin coated alluminium bus bar.
3
-
268570.5
Lightening Arrestor : Supply and delivery at site brand new best indegeneous make 11 KV, 9 KA or suitable valve type arrestors conforming to ISS 3070 with all the standard fitting etc., complete. (Set of 3 nos.)
1
-
1268.74
HG fuse unit : - Supply and fixing HG fuse unit including all hardwares etc complete as per the standard technical of HESCOM speficifactions etc complete (Set of 3 nos.)
1
-
988.33
GOS : - Supply and fixing GOS 200 amps single break unit including all hardwares etc complete as per the standard technical of HESCOM speficifactions etc complete.
1
-
7700.46
Two Pole Structure : Supply and preparing 2 pole structure using 9.0 Mtr RCC pole 145 KG WL wherever required as per HESCOM rules and specification including trasportation from factory to work spot, loading unloading and head load to nearest site, digging pit to a depth of 2.0 M, alligning it, refilling the soil, ramming etc., complete including providing CC 1:4:8 base concrete to pole of 500 x 650 x 150mm thick and providing concrete 1:2:4 alround the pole of 500 x 500 x 1700mm thick and coping, curing etc., complete as per HESCOM specifiactions
1
-
25413.86
11 KV XLPE Cable :HT Cable: Supplying and laying of high tension 11KV cable, Dry Curing & Dry Cooling with true triple extrusion, simultaneously through a single common head, 3 core under ground XLPE (E) cable having stranded compact circular aluminium conductor, screened insulated, insulation screened with extruded semiconducting compound in combination with copper tape, core laid up extruded inner sheathed of GI flat strip armoured and overall PVC sheathed with specified IS 7098/11/85 with latest amendments. Supply of reputed make 3x95 sqmm alluminium XLPE earthed 11 KV HT cable for connecting metering cubical to pole structure & to LBS (R mtr)
40
-
41600
Chain linked wire fencing : Supply and providing chain linked wire fencing for 11 KV transformer sub-station. The chain linked fencing should be with 2"x2"x8 SWG wire welded to angle iron frames of size 2.5 M x 2.5 M using angle of 50x50x6 MM. The frame be fixed to the supporting channels spaced at 2.5 M of size 100x50 m 3.1 M height fixed in CC (1:2:4) at bottom etc., including cost of all materials transportation and labour for fixing, silver painting etc., complete with door of 2.5 m size at suitable places . (sqmtr)
100
-
85800
Erection of Transformer Sub-Station : Formation of suitable CC platform using all the required materials such as cement sand, jelly with MS rails embeded in platform for the errection of transformers, LBS and erecting transformers on the above platform using all the required materials spreading and consolidation of 40 mm down size jelly allround the transformer sub-station. The job includes erection of pole structures, GOS, DOLO, lightening arrestor, LBS etc., in a complete manner to receive power from the supply side and transmit to the load side.
1
-
52802
Erection of pumpsets:- Erection of submerged centrifugal pumpsets on the existing main girder including formation of machine foundation using suitable size M.S channels cross girders, plate girders bolts & nuts, washers etc., complete. Lowering of pumpset assembly , delivery/ column pipe assembly into the jackwell and fixing of dischargebend in position true to line, maintaning the VSS motor vertical alignment, dynamic balancing and linking to delivery line using delivery pipes from Housing chamber . Proper packing of the holes in the walls of jackwell after laying pipe with cement concrete 1:2:4 etc., complete.
1
-
6140
Laying and jointing of MS pipes and specials for suction and delivery connections of the pump using suitable size bolts, nuts, packing etc., complete including fixing foot valve, all types of valves, gauges, strainers, delivery and suciton manifold. The work shall include providing pipe supports, thrusts block in CC 1:2:4 prop., wherever necessary upto the end of the delivery manifold, using all the required materials such as sand, cement jelly including making holes in sump, pump house for laying suction and delivery pipes, packing of holes with CC 1:2:4 etc., complete.
1
-
15000
Erection of control panel board on CC foundation including formation of CC foundation in CC 1:2:4 prop./ on existing MS chequred using all the required materials such as cement, jelly etc., complete including erection of the panel board, on CC foundation using reqired materials such as MS channels, bolts, nuts, washers, etc., complete.
1
-
2000
Erection of Starter panel: On CC foundation including formation of CC foundation / on existing ms chequered using all the required materials such as cement, jelly etc., complete using required materials such as MS channel bolts, nuts and washers etc., complete.
2
-
4000
Laying of Main side cable in new Trenches:- The works shall include trench 0.5 vide 0.6 mtrs deep providing murrum bedding laying the cable in trench, providing cable covering tiles, refilling, consolidation, providing cable route indicating CC blocks of size 15cms x 6 x 6 cms at the appropriate locations etc., complete. a)3 x 95 Sqmm 11 KV XLPE cable
40
-
3880
__do__ b)3.5 x70Sqmm Main Side Cable
140
-
12810
In GI pipe : The work shall be include running the cable above ground using 2.9 mm thick suitable dia GI pipe with necessary clamps, bolts, nuts, washers etc., for fixing the pipes on the pole and drainage crossing etc., complete. a)3 x 95 Sqmm 11 KV XLPE cable (Mtr of 1 run)
10
-
3350
_-do__ b)3.5 x70 Sqmm Main Side Cable (Mtr of 1 run)
10
-
3800
Laying of Load side cable:- Running the cable in existing ducts including properly securing cable in position etc., complete using all the required materials etc., complete i) 3 core 50 Sqmm (load side cable)
30
-
465
Laying of Capacitor Cable : Running the cable in existing ducts including properly securing cable in position etc., complete using all the required materials etc., complete i) 3 core 35 Sqmm
30
-
465
Cable Terminations: Termination of cable using copper /aluminium lugs to the terminal end for solderless crimping to aluminimum conductors by adopting crimping tool. i)3.50 Core 70 sqmm 1100 volts class cable main side 7.21.14
4
-
380
_-do__ ii)3 Core 35 sqmm 1100 volts class cable load side 7.21.12
8
-
256
Cable End Seals : - Supply and fixing of 11 KV indoor and outdoor type reputed make heat srinkable cable end seals with all required materials including copper lugs and terminals etc complete suitable for a) 3 x 95 Sqmm, 11 KV XLPE cable outdoor earthed type.
2
-
19710
_-do__ b) 3 x 95 Sqmm, 11 KV XLPE cable indoor earthed type.
6
-
48984
Tool Kit: Supply and delivery at site best reputed make tool sets for operation and maintenance of the above pumpsets comprising of the following. a) Double end spanner 1/4" to 1" -1 set b) Screw driver insulated 11" - 1 No c) Screw driver insulated 8" - 1 No d) Cutting puller insulated 8" - 1 No e) Hammer with handle 1 Kg - 1 No f) Pipe wrench 24" - 1 No g) Pipe wrench 18"- 1 No h) Pipe wrench 12" - 1 No i) Hammer with handle 5Kgs - 1 No j) Grease gun - 1 No k) Ring spanners 1/4" to 1" - 1 set l) Mutli meter - 1 No. m) Meggar - 1 No.1.1KV
1
-
12500
Earthing: Providing earthing as per latest IS 3043, and the work shall include the following: Supply and providing, earthing electrodes comprising of GI pipe 40mm dia 2.9 mm thick 2.5 mtrs long, the pipe shall have 16 through holes of 12mm dia staggered along the length of the pipe as per ISS suitable length 19mm dia GI pipe provided with mesh covered furnel GI bolts, nuts washers, check nuts, at one end and coupled to main electrodes through a 40 mm x 19 mm GI conduct at the other end. An inspection chamber of 300x300x300mm size shall be constructed with CC 1:3:6 prop., 150mm thick for sides and 100mm thick at bottom. The chamber shall be provided with CI/MS cover hinged to the frame. The electrical equipment shall be connected to the earth pit through 25mmx11 mm or 25x6mm size or as per IS GI strip for equipment earthing.(approximate length 30 meters)
18
-
74700
Servicing and commissioning: The pumpsets along with all other elecrical equipments shall be serviced and commissioned in the presence of the Engineer-in-charge of work including trail running for a period of 90 days. The work shall include the following servicing and heat running of the pumpsets along with allied equipments. Calibration of switch gears relays and meters giving performance tests of all electrical equipments.Giving performance tests of the pumps such as discharge, efficiency and the power absorbtion etc.Providing operating and maintenance manuals of the pumps and allied equipments to the operating personnel.Giving trail run of the pumpsets for a period of 90 days from the date of successful commissioning. The contractor should employ personnel to operate & maintain the pumpset and accessories during the trial run period and should train the Board/Municiple Staff to operate the pumpsets.
1
-
45000
Fire Fighting Equipment a) Supply and installation of CO2 type fire extinguisher 2 Kg capacity with initial charge with wall mounting bracket, ready for use (TS 2678) - 2 Nos. b) Supplying and fixing of first aid box comprising of the standard medicines to be provided in the first aid box to give first aid treatment - 1 No. c) Providing shock treatment chart on wall with inside plastic sheet cover and ply wood backplate frame work complete. d) Supply one set of fire buckets (4 Nos) with round bottom made of GI sheets 24 SWG 9 ltrs. capacity painted inside white and outside red with a word `FIRE' on the face of the bucket along with stand to hang the buckets. e) Supplying rubber mats tested to 22KV with ISI mark grooved, of size 6'x3'x1/2" - 4 Nos. f) Supplying rubber gloves, electrical quality, tested to 22KV - 1 Pair g) Supplying and fixing of Danger/No Admission/No Smoking Board made out of MS sheet metal with two coats of non-corrosive enamelled paint.- 25 Nos
1
-
15000
Pressure Relief Valve Supply, delivery and erection at site brand new pilot operated pressure relief valve of 80 mm dia. With Max. Permissible pressure 10 kg/cm2 with the following specification. 1] Valve should have direct scaling diaphragm 2) Activated by line pressure and controlled by two way diapharagm operated byadjustable pilot valve. 3] Dorot Valve should be installed on a Tee junction which would modulate automatically to maintain present inlet pressure and relieve the excess pressure out of the network. Material of Construction 1] Body and Bonet - 2] Diaphragm - Natural rubberk [Standard] 3] Spring ; SS 302 4] Pilot valve - BrassISO 426 5] Coating - Eletricallyappliedk over booked kpolyster 6]End connection - Flanges BS-IS Note : The outlet of pressure sustaining relief valve should be connected to sump using MS pipes and fittings. The erection work includes providing suitable size D/F M.S. Tee, anchoring with CC 1:2:4, cutting, welding etc., as directed by field engineers.
1
-
68244
Construction of metering cubicle and erection works Construction of platform with size stone, cement concert for erection of Metering cubicle/Heavy Structure Equipment.Construction of platform (1.5x1.5x1.2) Mtr in size stone, for erection of ransformers/Heavy equipment including all materials, labour.Excavation of (1.5x1.5x1) Mtr pit for foundation providing and laying cement concrete 1:4:8 for foundation laid in 10 cm thick layers, well compacted curing etc., complete providing and construction of stone masonary 0.9 Mtr below ground level and 1.2 Mtr above ground level neatly hammer dressed in cement morter 1:6. Providing and Laying cement concrete slab 1.5x1.5x0.10 Mtr with cement concrete of 1:2:4 mix forming & cutting complete, providing pointing to stone masonary in cement morter 1:3 after racking joint & nisely lining curing etc., plastering the concrete surfaces in cement morter 1:4 including smooth randering curing etc., curing at every stages completely.
1
-
26401
supply , erection , electrification , testing & commisiiosing of 11 kV HT Metering cubicle of different CT Ratio, 358351 Unit 128784 188292 Both side cable entry type with 3 CT & 3 PT, With Transparent Cover TTB, with 30x8 mm Copper Busbar, Modem & 2 No of Meters for 3 Phase 4 Wire Metering without Load Break Switch (HT Metering Box Fabricatedout of 3 mm MS Sheet duly epoxy powder coated) as per revised or recent hescom Specification
1
-
160842
Supply,Installation & Commissioning of LT Kiosk Panel/Feeder on LT Side of Transformer with Provisions such as suitable rating MCCB,Aluminium Bus Bar with 14 SWG Metal Box etc(This is to be operated if only Electrical Inspectorate insists)
2
-
40000
11 KV HT FEEDERMAIN FROM 110/11KV MUSS TO HEAD WORKS, HOUSING CHAMBER & WTP Jungle clearing 3 mtr corridor ( 1.5 mtr on either side of the line for construction of new line including Trimming of trees & Branches and clearing as per IE rules if jungle/Tree/Plant/Shurs exist as per gescom specifications as directed by the Engineer in charge .
7.5
-
31942.88
Supply, Erection of 9.0 Mtr long, 145kg WL RCC poles including transportation to the work site., with all lead and lift from the factory and loading ,unlaoding and head load from the nearest road, digging pit to a depth of 1.85 M, alligning it, refilling the soil, ramming etc., complete including providing pole base concrete of CC 1:4:8 to pole of 500 x 650 x 150 mm thick and providing pole concrete 1:2:4 alround the pole of 500 x 500 x 1700 mm thick and coping of 150mm all alround the pole for an height of 300mm using 1:2:4 concrete, curing using all materials such as cement, sand, jelly etc., complete as per GESCOM specifications, rules & regulations as directed by the Engineer in charge .
208
-
2204983.04
Supplying and fixing of 11KV Horizontal cross arms with, HT single top support using clamps, bolts and nuts etc., complete for R.C.C poles as per Gescom specifications as directed by the Engineer in charge .
223
-
115183.96
Supply, fixing and erection of Double pole structure using 9.0 Mtr 145 WL RCC pole wherever required including 5 Kg 8 SWG G.I. wire for structure grounding as per GESCOM rules and specification including trasportation from factory to work spot,loading unloading,and head load to nearest site, digging pit to a depth of 1.85 M, alligning it, refilling the soil, ramming etc., complete including providing CC 1:4:8 base concrete to pole of 500 x 650 x 150 mm thick and providing concrete 1:2:4 alround the pole of 500 x 500 x 1700 mm thick and coping of 150mm all alround the pole for an height of 300mm using 1:2:4 concrete, curing using all materials such as cement, sand, jelly etc., complete as per Gescom specifications as directed by the Engineer in charge.
30
-
762415.8
Supplying and fixing of 11 KV composite pin insulators of any make conforming to applicable ISS with clamps, bolts, nuts and washers etc., as per the as per Gescom specifications as directed by the Engineer in charge.
702
-
111365.28
Supplying and fixing of polymeric 45kN disc insulators of any make conforming to applicable ISS with Cross arm strap (MS), Strain clamp for Rabbit ACSR conductor, bolts, nuts and washers etc. as per GESCOM rules and specification etc., complete as directed by the Engineer incharge
192
-
27751.68
Supplying and fixing of Spiral earth electrode to all the material parts of the pole on 9 mtrs long using 18 SWG wire with all lead and lift etc., complete as per GESCOM rules and specification,
283
-
61544.01
Supplying and fixing of EG Stirp with GI Wire lacing to all the material parts of the pole on 9 mtrs long with all the material required with all lead and lift etc., complete as per GESCOM rules & specifications complete as directed by the Engineer incharge . (Set of 2 Nos)
233
-
69219.64
Supply and fixing of Guy sets using 7/9 or 7/10 SWG Guy wire, Turn buckle, Guy rod, No. 15 brake insulators and enclosing arrangment with necessary E.W.E. providing and laying of concreting CC 1:2:4 of size 600 x 600 x 450 mm including curing with all lead and lift etc., complete as per GESCOM rules and specification complete as directed by the Engineer incharge .
74
-
88219.1
Supply and stringing Rabbit ACSR conductor binding the conductor to each insulator and dead ending on strain or supension insulator by means of clamps etc. complete including transportation, loading, unloading etc., complete as per GESCOM specification with all lead and lift. 3 phase 3 wire for rabbit conductor shall be supplied and fixed with 1.5% sag. (The manufacturers test certificate should be verified by the Engineer before making payment).
22.84
-
748257.81
Supplying and fixing of PG Clamps for rabbit conductor including all required materials etc., complete as per GESCOM specification with all lead and lift complete as directed by the Engineer incharge .
111.5
-
7763.74
Supplying and fixing caution /Danger Board on RCC poles including all required materials etc., complete as per GESCOM specification complete as directed by the Engineer incharge .
253
-
48393.84
Supplying and fixing of anti climbing device( 12mtr/1kg G.I. Barbed wire) for RCC Poles including all required materials etc., complete as per GESCOM specification complete as directed by the Engineer incharge .
185.83
-
18592.29
Supplying and fixing of H Frame for mounting 11 KV GOS with all lead and lift, complete as per GESCOM specification complete as directed by the Engineer incharge .
5
-
17651
Group Operated Switch: Supply , delivery and fixing of at site brand new indegenous make 200 Amps, Single break, triple pole horizontal type suitable for outdoor installation air break gang operated on/ off load insulator with two insulator stack per phase vertically isolating with copper reinforcement with MS angle suitable for operation on three phase 50 Hz 11000 Volts AC Supply conforming to ISS 1818/1972 or its latest amendments along with GI operating pole provided with isolated handle and earthing terminals etc., complete. with all lead and lift as per GESCOM specifications etc., complete with all lead & lift complete as directed by the Engineer incharge .
5
-
38502.3
Supplying and fixing of guarding materials to a span of upto 20 mtr at road crossing, telephone lines crossing, LT &HT line etc., complete including labour for fixing of necessary X arms as per GESCOM specification complete as directed by the Engineer incharge. (each span = minimum 20 mtr)
50
-
42679
Writing Sl.No. with White paint letters on Black background as directed by site Engineer on poles with Monogram Karnataka Urban Water Supply & Drainage Board on each pole etc.,as per GESCOM specification complete as directed by the Engineer incharge .
7.5
-
3532.5
Supply & laying of 11KV XLPE UG Cable 3 x 95 sqmm for MCVCB in station etc., complete as per GESCOM rule and specification including labour charges complete as directed by the Engineer incharge .
0.3
-
223009.11
Supplying and fixing of class A (medium duty) GI pipe of wall thick ness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1 KV class. 100mm complete as directed by the Engineer incharge
40
-
35600
Providing & fixing Heat shrikable out door&Indoor type cable termination kit (pot head) for 3 x 95 sqmm 11KV XLPE UG Cable as per gescom specifications complete as directed by the Engineer incharge __do__ i) 3X95 sqmm 11KV XLPE cable outdoor type
18
-
99061.38
__do__ ii) 3X95 sqmm 11KV XLPE cable indoor type
18
-
94524.12
Part B - Providing 11 Kv PCVCB @ 110 KV MUSS Providing 11 KV PCVCB at 110 KV MUSS Supply, erection, alignment & fixing of 11 KV, 25KA, 500 MVA, 1250 A outdoor with 400-200/1 A CT's feeder Kiosk PCVCB, WIH BUS EXTENSION FLATS including transportation, loading & unloading etc., complete as per KPTCL specifications
1
-
304460
Supply, erection, & fixing of 11 KV Double break GOS 400 Amps including transportation, loading & unloading as per KPTCL specifications.
1
-
18322
Supply, erection of Double Pole Structure complete including 5 KG, 8SWG G.I. Wire for Structure Grounding 11 KV 9M RCC Poles complete as per GESCOM specifications complete
1
-
21028
supply, erection, testing & commissioning of Announciator Panel for PCVB including transportation, loading & unloading complete as per KPTCL specifications complete. Material -
1
-
103342
Supply & laying in existing trench/ GI pipe/ stone ware pipe/RCC hume pipe of 3x240 sqmm, XLPE 11 KV UG Cable as per KPTCL specifications (11 KV Round Armoured Aluminium )
0.1
-
90347.6
Supply, fixing, testing & commissioning of 3x240 sqmm, XLPE Heat Shrinkable 11 KV Indoor termination kit as per KPTCL specifications
2
-
11736
Supply, fixing, testing & commissioning of 3x240 sqmm, XLPE Heat Shrinkable 11 KV Outdoor termination kit as per KPTCL specifications
2
-
12848
Supply, fixing & commissioning of 9KV, 5 KA Lightning Arrestors Polymeric type as per KPTCL / HESCOM specifications
1
-
1413
Supply & laying in existing trench of 2C x6 sqmm copper control cable as per KPTCL specifications
0.1
-
10201.1
Supply & laying in existing trench 7 C X 2.5 sqmm copper control cable as per KPTCL specifications
0.25
-
52252.75
Supply & laying in existing trench 19x2.5 sqmm copper control cable as per KPTCL specifications with all lead & lift as direded by the Engineer incharge.
0.25
-
86752.75
Grounding of equipment by providing CI pipe of 100mm ID 13mm thickness, 2.75 mtrs long with 2 part clamp out of G.I flat 50*6mm continuously welded around the pipe using CI welding electrodes as per drawing including the cost of excavation as per KPTCL specifications as directed by the Engineer in charge .
1
-
9381
Grounding of equipment with various sizes, G.I. Flat 50 X 6 mm and connecting Equipment to the earthmat/ ground pit. Each point of earthing with all formation works like bending, twisting, drilling of holes and connecting by welding (inclusive of all T&P and consumables) to the earthmat/ ground pit/ point of earth connection, all the materials supplied by the contractor as per KPTCL specifications with all lead & lift as direded by the Engineer incharge.
100
-
26000
Supplying & fixing of electrodes name boards Enamel type size 6 inch x 15 inch with white letters on blue background with all lead & lift as direded by the Engineer incharge.
1
-
297
Supplying & providing of 500mm dia, 450mm height, 1.5 to 2" thick Hume pipe collar for earth pit (Non pressure type)including all lead & lifts etc., as per KPTCL specifications
3
-
2316.6
Supply & fixing of Nut & bolts with all lead & lift as direded by the Engineer incharge.
10
-
700
PART "B" Testing & Commissioning of 11KV PCVCB Testing and commissioning of PCVCB: Wiring Identification of wires, Ferruling, crimping and termination of wires for announciation etc., Testing of relays CT's, PT’s and breaker for operation by RT staff.
1
-
14408
Testing and commissioning of Announcitation Desk Wiring: Identification of wires, Ferruling, crimping and termination of wires for announcation etc., Testing of relays CT's, PT’s and breaker for operation by RT staff of kptcl/ gescom .
1
-
10009
Providing Electrification to Jack well cum pumphouse Internal/External Electrification Concealed Conduit System: Supplying 20mm dia 2mm 2.5mm thick heavy gauge PVC conduit pipe with suitable size bends, metal /PVC junction boxes adhesive paste etc., and running before concreting the slabs. The conduit should be tide to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures run with 18 SWG GI fish wire wherever necessary. 19/20mm dia 2mm thick
50
-
2000
Point wiring using copper wire with switch: Supplying and wiring adopting loop system in existing PVC Conduit /casing using copper / PVC installed multi strand 2x1.5 sqmm copper wire with a 6 AMPS flush type SP Control switch shall be fixed on the existing plastic sheet / gang box, the other end of the wires shall be terminated with sufficient loose length in a wood / PVC round block. Complete for each outlet.(1) Short point - Upto 3mtrs - from tapping point to outlet via switch box
3
-
480
-do- Medium point - Above 3mtrs upto 6mtrs - from tapping point to outlet via switch box
5
-
1250
-do- Long point - Above 6mtrs upto 10mtrs - from tapping point to outlet via switch box
10
-
3750
Supplying and mounting of 2 Nos. of 2 way 6amps flush type switches either surface/flush mounted on existing gang box or in 4mm thick plastic sheet and mounted on a flush mounted box and Wiring as required.
2
-
300
'Supplying and mounting D.P /socket/switch with without neon indicator over existing wooden board or flush mounting in plastic plates/nitches. a) 16 Amps Flush type SP Switchs
1
-
68
Supplying and fixing sheet metal box made out of 18 SWG Sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc., 200 X 200 X65mm
1
-
145
_ do__25 X 75 X65mm
1
-
95
Supplying 4mm thick plastic sheet with necessary nitches for fixing switches regulator etc., and fixing wooden or metal box using NF screws. (sq.cm)
1500
-
405
Suppying anf fixing retrofit type -PL-LED lamp LED linear source with CCT 6500 degree K,CRI>70%, efficiency >80 lumen per watt, Life>25000 burning hours and compliance to IS 10322/IEC 60598, LM 79 and LM 80. The LED are driven by HF electronic driver integrated in the system with PF> 0.95, Power loss should be < 5% of lamp wattage, short circuit and open circuit protection to be integrated in the circuit, THD less than 20%, life as per LM 79. The operating input voltage should be between 130 to 250 volts. Tested by NABL/CPRI accredited laboratory with 2 years warrantly against any manufacturing defect working under standard electrical condition.
2
-
850
Supplying of PVC Batten with integrated LED tube with high quality diffuser with life of 25000 Burning hours and 70% lumen maintainence with CRI>80.Power input 220-240V @ 50/60Hz and Power factor>0.9 along with CE approved. LED Light fighting 2 x 4' - 20/22w
4
-
2500
Fixing all types and all capacities flourescent tubelight fittings indoor fittings on the wall /ceiling rafters using bakelite holder and adopter of approved make with 23/0.0076" twin twisted PVC insulated wires, required nos of round blocks and clamps. Using necessary length of G.I. Chain.
4
-
936
Supplying of 1440 rpm heavy duty exhaust fan with bracket blades suitable for operate on 230V 50Hz, AC Supply complete. 12" Sweep (300mm) GROUP-A
2
-
4200
Fixing exhaust fan after making a suitable nitch in the wall and finishing with cement mortar and colouring to match the existing wall and brackets with bolts and nuts and a 5 amps, ceiling rose with suffecient length of 23/0.0076inch PVC insulated twin core wire with wiremesh and wooden frame if requried.
1
-
650
Supplying wall mounting fan suitable to operate at single phase 230v AC supply 48" Sweep (1200mm)
2
-
5600
Supplying and fixing of 32mm dia GI pipe class bracket upto 2mtrs long bent of suitable angle and fixing to this bracket 1x40/2x40 watts fluorescent tube street light fittings of all capacities to GI or CI or rail or RCC pole/wall using suitable clamps, bolt and nuts and wiring using suitable capacity wires.
4
-
3340
Extra for Groove cutting in brick wall / CC floor suitable depth for concealling of conduit / GI pipe and plastering finishing upto wall surface complete. Upto 50mm conduit in brick wall
50
-
1050
Wiring for lighting /power circuit using one of PVC insulated 1100V grade, multis & copper conductor single core cable in open or concealed system of wiring . 4 Sqmm GROUP-A
50
-
450
Supplying and insulation /fixing/provision for mounting of HRC fuse / MCB with suitable connector / terminal for 3 ph /1ph connections with loop in & loop out terminals for 10 sqmm /25sqmm 3.5 CAi/Ar/ Cu/Ar Cable and branch out 2.5 sqmm 2 core AI/Cu PVC in 8 Way
1
-
8800
_do__12 Way
1
-
11400
Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and wiring complete as required.5-32 Amps SP (1. Group-A)
5
-
2170
__do__ 40 Amps TPN
1
-
2374
_Fabricating, supplying and erection of …Mtrs long hot dip Galvanized Octagonal pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for …….Mtrs pole in single section and single joint welded as per IS 9595/IS 10178AWS having dimensions bottom …..mm, top….mm with 3mm thick, suitable base plate and 4Nos of ..... long J bolts along with template and the pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended. 4 mtr Top 70mm & bottom 130mm Dia
5
-
32550
Supply of LED Streetlight luminaire 25 watts with pressure die cast aluminium housing body for optimal thermal dissipation.Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>130lm/w, nominal CRI >75.Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source
5
-
9200
Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete. Single Arm Bracket with 1000mm Standard 40/50MM dia
5
-
8445
Supplying of 32 amps TPST with rewirable porcelain channels in SM enclosure
5
-
9000
Supply, transport, insurance, laying in trenches/ trays, testing and commissioning of LT power for lighting as per IS 554(part-1) of reputed make cable 3C x 2.5sqmm. YWY
50
-
4650
Providing Electrification to Housing Chamber & pump house at WTP Internal/External Electrification Concealed Conduit System: Supplying 20mm dia 2mm 2.5mm thick heavy gauge PVC conduit pipe with suitable size bends, metal /PVC junction boxes adhesive paste etc., and running before concreting the slabs. The conduit should be tide to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures run with 18 SWG GI fish wire wherever necessary. 19/20mm dia 2mm thick
60
-
2400
Point wiring using copper wire with switch: Supplying and wiring adopting loop system in existing PVC Conduit /casing using copper / PVC installed multi strand 2x1.5 sqmm copper wire with a 6 AMPS flush type SP Control switch shall be fixed on the existing plastic sheet / gang box, the other end of the wires shall be terminayed with sufficient loose length in a wood / PVC round block. Complete for each outlet.(1) Short point - Upto 3mtrs - from tapping point to outlet via switch box
6
-
960
-do- ' Medium point - Above 3mtrs upto 6mtrs - from tapping point to outlet via switch box
10
-
2500
' -do- ' Long point - Above 6mtrs upto 10mtrs - from tapping point to outlet via switch box
10
-
3750
Supplying and mounting of 2 Nos. of 2 way 6amps flush type switches either surface/flush mounted on existing gang box or in 4mm thick plastic sheet and mounted on a flush mounted box and Wiring as required.
4
-
600
'Supplying and mounting D.P /socket/switch with without neon indicator over existing wooden bord or flush mounting in plastic plates/nitches. a) 16 Amps Flush type SP Switchs
2
-
136
Supplying and fixing sheet metal box made out of 18 SWG Sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc., 200 X 200 X65mm
2
-
290
_ do__25 X 75 X65mm
2
-
190
Supplying 4mm thick plastic sheet with necessary nitches for fixing switches regulator etc., and fixing wooden or metal box using NF screws. (sq.cm)
750
-
202.5
Suppying anf fixing retrofit type -PL-LED lamp LED linear source with CCT 6500 degree K,CRI>70%, efficiency >80 lumen per watt, Life>25000 burning hours and compliance to IS 10322/IEC 60598, LM 79 and LM 80. The LED are driven by HF electronic driver integrated in the system with PF> 0.95, Power loss should be < 5% of lamp wattage, short circuit and open circuit protection to be integrated in the circuit, THD less than 20%, life as per LM 79. The operating input voltage should be between 130 to 250 volts. Tested by NABL/CPRI accredited laboratory with 2 years warrantly against any manufacturing defect working under standard electrical condition.
2
-
850
Supplying of PVC Batten with integrated LED tube with high quality diffuser with life of 25000 Burning hours and 70% lumen maintainence with CRI>80.Power input 220-240V @ 50/60Hz and Power factor>0.9 along with CE approved. LED Light fighting 2 x 4' - 20/22w
4
-
2500
Fixing all types and all capacities flourescent tubelight fittings indoor fittings on the wall /ceiling rafters using bakelite holder and adopter of approved make with 23/0.0076" twin twisted PVC insulated wires, required nos of round blocks and clamps. Using necessary length of G.I. Chain.
4
-
936
Supplying and fixing of 32mm dia GI pipe class bracket upto 2mtrs long bent of suitable angle and fixing to this bracket 1x40/2x40 watts fluorescent tube street light fittings of all capacities to GI or CI or rail or RCC pole/wall using suitable clamps, bolt and nuts and wiring using suitable capacity wires.
2
-
1670
Extra for Groove cutting in brick wall / CC floor suitable depth for concealling of conduit / GI pipe and plastering finishing upto wall surface complete. Upto 50mm conduit in brick wall
30
-
630
Supplying and insulation /fixing/provision for mounting of HRC fuse / MCB with suitable connector / terminal for 3 ph /1ph connections with loop in & loop out terminals for 10 sqmm /25sqmm 3.5 CAi/Ar/ Cu/Ar Cable and branch out 2.5 sqmm 2 core AI/Cu PVC in 8 Way
1
-
8800
Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and wiring complete as required.5-32 Amps SP.
5
-
2170
__do__ 40 Amps TPN
1
-
2374
_Fabricating, supplying and erection of …Mtrs long hot dip Galvanized Octagonal pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for …….Mtrs pole in single section and single joint welded as per IS 9595/IS 10178AWS having dimensions bottom …..mm, top….mm with 3mm thick, suitable base plate and 4Nos of ..... long J bolts along with template and the pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended. 4 mtr Top 70mm & bottom 130mm Dia
5
-
32550
Supply of LED Streetlight luminaire 25 watts with pressure die cast aluminium housing body for optimal thermal dissipation.Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>130lm/w, nominal CRI >75.Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source
5
-
9200
Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete. Single Arm Bracket with 1000mm Standard 40/50MM dia
5
-
8445
Supplying of 32 amps TPST with rewirable porcelain channels in SM enclosure
5
-
9000
Supply, transport, insurance, laying in trenches/ trays, testing and commissioning of LT power for lighting as per IS 554(part-1) of reputed make cable 3C x 2.5sqmm. YWY
50
-
4650
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