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.
Costs
EMD
₹ 73,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
KUWSDB/2019-20/WS/WORK_INDENT2546Bid Award Id
ViewTender No
KUWSDB/2019-20/WS/WORK_INDENT2546Tender Authority
Karnataka Urban Water Supply And Drainage Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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Documents
BOQ Items
-do- 2 to 4 Mtr. height
4468.28
5657512
1266.15
Earth work 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 -do- Ordinary / all soil / hard soil 0-3 mtr depth
30.16
3017
100.05
-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
35.19
4694
133.4
'-Do-Hard rock:- Any rock or cement concrete or RCC, excavation of which require the use of mechanical plant. 0-3 mtr depth
35.19
27397
778.55
-do- Hard rock:- Any rock or cement concrete or RCC, excavation of which require the use of mechanical plant. 3-6 mtr depth
55.3
49476
894.7
'-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant. 6-9 mtr depth
45.24
46511
1028.1
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 Engineer in charge
4.25
25865
6085.95
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.
11.54
94159
8159.4
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 dewatering with all lead and lifts as directed by Engineer in charge (Minimum cement @400Kgs) - do- for RCC steining below ground level
26.74
296351
11082.7
-do- for RCC steining above ground level upto 3.50m height
26.74
299180
11188.5
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 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.
5.61
80392
14330.3
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.
8.47
478670
56513.65
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.
1
2090
2090.7
Providing & fixing encapsulated plastic footstep with all lead & lift etc., as directed by engineer in charge.
2
227
113.85
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 with all lead and lifts complete as directed by engineer in charge.
64.21
7605
118.45
Providing and fixing M.S.grill work 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 two coats of anticorrosive paint over a coat of red lead primer, cost of materials,fixures, labour and HOM of machinery complete as per specifications with all lead and lifts complete as directed by Engineer in charge.
1279
66853
52.27
Providing and laying 800mm dia RCC NP-3 class connecting pipe (2 Rows) from intake well to Jackwell and construction of Inspection chamber
-
-
-
-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 including dewatering charges with all lead & lift as directed by the by the Engineer in Charge. 0-3 mtr depth
260
43355
166.75
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant. 3 - 6 mtr depth
325
363473
1118.38
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant. 6 - 9 mtr depth
65
83533
1285.13
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant. 9 - 12 mtr depth
65
95960
1476.31
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.
0 to 2 Mtrs depth
325
34758
106.95
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 Engineer in charge
41.25
251045
6085.95
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) with all lead lift and dewatering etc complete as directed by the Engineer in Charge. --- Do---- 800mm dia RCC NP-3
200
1218480
6092.4
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
1120
193200
172.5
Supplying Fabricating & fixing MS gate with Operating Shaft arrangements etc complete with all lead lift and dewatering etc complete as directed by the Engineer in Charge.
591.95
30941
52.27
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thick including disposing off the surplus earth complete as per specifications with all lead and lift as directed by the Engineer in Charge.
536.5
63548
118.45
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 and dewatering as directed by Engineer incharge.
0.94
7669
8159.4
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 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.
5.16
77208
14962.8
Supplying and fabricating TMT steel bars of all sizes for reinforcements for 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.
0.73
41254
56513.65
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 with all lead and lift 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.
45
397425
8831.67
10mtr dia Jackwell and pump house
-
-
-
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 including dewatering charges etc complete - Ordinary / all soil / hard soil 0-3 mtr depth
838.78
104897
125.06
-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 including dewatering charges with all lead & lift as directed by the by the Engineer in Charge. 0-3 mtr depth
209.69
34965
166.75
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant. 3 - 6 mtr depth
877.21
981054
1118.38
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant. 6 - 9 mtr depth
797.31
1024647
1285.13
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant. 9 - 12 mtr depth
648.94
958036
1476.31
-Do-Hard rock:- Any rock or cement concrete or RCC,excavation of which require the use of mechanical plant. Beyond 12 mtr depth
386.99
826660
2136.13
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, lifts and dewatering as directed by Engineer incharge.
15.57
94758
6085.95
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 and dewatering as directed by Engineer incharge.
93.43
762332
8159.4
Providing and laying vibrated M30 design mix usinmg 20 mm 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 for all materials, for well curb or RCC cutting edge (Cement @400 Kgs)
'-do - for RCC cutting edge
125.62
1504312
11975.1
- do- for RCC steining below ground level
156.76
1737324
11082.7
- do- for RCC steining above ground level upto 3.50M height
29.97
335319
11188.5
- do- for RCC steining above ground level above 3.50M height
9.99
112830
11294.3
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 and lifts 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 with all lead, lifts and dewatering as directed by Engineer in charge. for top dome ( minimum cement content @ 400 Kgs)
12.46
227245
18238
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.
6.25
18737
2998.05
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.
2.5
1497
599.15
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.
8.64
33891
3922.65
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.
39.9
41801
1047.65
Supplying and fixing of DI double flanged double eccentrically disc, butterfly valves confirming 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 series14(DIN 3203 F4) or AWWA C 504:80 or BS 5155 or IS 13095. tHE VALVES SHALL BE SUPPLIED ALONG WITH REQUIRED NUMBER OF STANDERED MAKE GALVANISED 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 operation with the gear box sealed and lubricated for life time operation etc., complete with all lead and lift as directed by the Engineer Incharge. Note Operating head stock with hand wheel & suitable length shaft shall be provided for operating valves. -Do- 800 mm dia PN 16
2
894641
447320.6
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 with all lead and lift 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
41883
2094.15
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.
51.39
2904236
56513.65
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.
293.02
37067
126.5
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.
278.53
71108
255.3
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 lifts as directed by engineer in charge.
1
12502
12502.8
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.
2476.63
293356
118.45
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.
2356.01
232938
98.87
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.
13280.85
1646426
123.97
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.
2356.01
59135
25.1
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
86250
86250
Supply of 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
34500
34500
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
23000
23000
Construction of RCC foot bridge to Jackwell cum pump house
-
-
-
Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5 m and above in width, in ordinary soil including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation after breaking clods complete with all lead & lift as directed by the Engineer in Charge.
114.28
11433
100.05
Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5 m and above in width, in hard soil including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation after breaking clods complete with all lead & lift as directed by the Engineer in Charge.
76.19
10163
133.4
Providing and laying C.C. 1:1.5:3 proportion for foundation (Screed layer) with 40 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, lifts and dewatering as directed by Engineer incharge.
16.47
100235
6085.95
Providing and laying in position reinforced cement concrete of design Mix M25 with OPC @ 340 Kgs, with 20 mm and down size graded metal coarse aggregates @ 0.70 cum and fine aggregates @ 0.47 cum, with super polasticisers @ 3 lts 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 retaing 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 materials, labour, HOM curing, complete but excluding cost of reinforcement as per specifications.etc., complete with all lead as directed by the Engineer Incharge.
121.73
871191
7156.75
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 incharge.
14.61
825664
56513.65
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.
150
157147
1047.65
Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 cms. In depth, compacting each deposited layer by ramming after watering including cost of all labour complete as per specifications as per specifications complete with all lead & lift as directed by the by the Engineer in Charge.
152.67
35289
231.15
Construction of 12m x 20m Switch Gear Room
-
-
-
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
-Ordinary / all soil / hard soil 0-3 mtr depth
20.64
7097
343.85
-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
82.55
42624
516.35
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, lifts and dewatering as directed by Engineer incharge.
7.12
43331
6085.95
Providing and laying in position reinforced cement concrete of design Mix M25 with OPC @ 340 Kgs, with 20 mm and down size graded metal coarse aggregates @ 0.70 cum and fine aggregates @ 0.47 cum, with super polasticisers @ 3 lts 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 retaing 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 materials, labour, HOM curing, complete but excluding cost of reinforcement as per specifications.etc., complete with all lead as directed by the Engineer Incharge.
60.01
429476
7156.75
Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 cms. In depth, compacting each deposited layer by ramming after watering including cost of all labour complete as per specifications as per specifications complete with all lead & lift as directed by the by the Engineer in Charge.
103.19
23852
231.15
Providing and constructing burnt brick masonry with approved quality of 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 complete with all lead & lift as directed by the by the Engineer in Charge.
46.73
339835
7272.33
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.
10.86
5649
520.2
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.
27
105911
3922.65
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.
12.5
37475
2998.05
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.
5
2995
599.15
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 complete with all lead & lift as directed by the by the Engineer in Charge.
134.6
41914
311.4
Providing mosaic tiles flooring with cast-in-situ 40mm thick using marble chip flooring, rubbed and polished to granolithic finish with under layer of 28mm thick cement concrete M-15 with stone aggregate 12mm and down size and top layer 12 mm thick with light shade pigment with white cement in top layer only using white, black, cholocate, yellow or Baroda green marble chips of size 7 to 10 nominal size laid in cement marble stone mixed 3:1 (3 cement: 1marble powder by weight ) curing, polishing, oxalic acid wash, wax polish, including cost of materials, labour HOM complete as per specifications with all lead & lift as directed by the by the Engineer in Charge.
108.25
83276
769.3
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 and cleaning of paint stains wherever necessary complete with all lead & lift as directed by the by the Engineer in Charge.
331.14
38842
117.3
Providing and applying two coats with oil bound washable distemper of approved 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, as per specifications etc., complete complete with all lead & lift as directed by the by the Engineer in Charge.
346.5
43832
126.5
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.
8.51
480931
56513.65
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 lifts etc., complete. (Rate per Mtr. is for 3 rows of G.I. pipes complete with all lead & lift as directed by the by the Engineer in Charge
12
12571
1047.65
Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of following 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 etc., complete with all lead and lift as directed by the Engineer-in-charge. -Do- 65mm x 65 mmx8 mm angle iron
12
25129
2094.15
Supplying and fixing lightening arrestor of aluminium strip 25 mm x 3 mm size including finial and grounding, aluminium strip is to be embeded in one of the columns in an independent GI conduit of 40 mm dia pipe suitably jointed by collars with all specials with all lead and lifts etc., complete complete with all lead & lift as directed by the by the Engineer in Charge
1
1047
1047.65
Construction of 30 m x 30m Transformer yard
-
-
-
Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5 m and above in width, in ordinary soil including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation after breaking clods complete with all lead & lift as directed by the by the Engineer in Charge.
20.25
6962
343.85
Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5 m and above in width, in hard soil not exceeding 1.5 m in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation after breaking clods complete with all lead & lift as directed by the by the Engineer in Charge.
20.25
10456
516.35
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, lifts and dewatering as directed by Engineer incharge.
3.28
19961
6085.95
Providing and laying in position reinforced cement concrete of design Mix M25 with OPC @ 340 Kgs, with 20 mm and down size graded metal coarse aggregates @ 0.70 cum and fine aggregates @ 0.47 cum, with super polasticisers @ 3 lts 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 retaing 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 materials, labour, HOM curing, complete but excluding cost of reinforcement as per specifications.etc., complete with all lead as directed by the Engineer Incharge.
43.15
308813
7156.75
Providing and removing centering, shuttering, strutting, propping etc., for columns, pillars, piers, abutments, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specification
377.94
198191
524.4
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 and cleaning of paint stains wherever necessary complete with all lead & lift as directed by the by the Engineer in Charge.
377.94
44332
117.3
Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 cms. In depth, compacting each deposited layer by ramming after watering including cost of all labour complete as per specifications as per specifications complete with all lead & lift as directed by the by the Engineer in Charge.
40.5
9361
231.15
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.
5.18
292740
56513.65
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 lifts etc., complete. (Rate per Mtr. is for 3 rows of G.I. pipes complete with all lead & lift as directed by the by the Engineer in Charge
37.4
39182
1047.65
Construction of 7.30 LL capacity RCC GLSR at Prabhat Nagar Honnavar town
-
-
-
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 / All soils / Hard soil (Depth upto 3m)
1156.17
115674
100.05
.-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
1156.17
154233
133.4
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, curing etc., complete with all lead and lift as directed by the Engineer-in-charge.
21.04
128048
6085.95
Providing and laying vibrated Design Mix M30 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 with all lead & lift, 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) (cement @400 Kgs) with all lead and lift as complete directed by the Engineer-in-charge.
37.14
298640
8040.95
Providing and laying vibrated Design Mix M30 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 with all lead & lift, 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) (contractor will make his own arrangements for procuring water for testing)( minimum cement content @400 Kgs).with all lead and lift as complete directed by the Engineer-in-charge.
'-do- for all vertical side walls,alround effluent channel baffles etc.,as with outside form finishing
58.82
917991
15606.8
Providing and laying vibrated Cement concrete of M-30 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 including weigh batch plant mixing, centering plywood/ steel form work, scaffolding tamping, curing cement mortar plastering in CM 1:3 proportion 12 mm thick for inside surface etc., complete (excluding cost of reinforcement) for RCC covering slab(Flat slab) (Minimum cement@400Kgs) with all lead and lift as complete directed by the Engineer-in-charge.
26.75
399947
14951.3
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.
14.73
832446
56513.65
Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of following 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 etc., complete with all lead and lift as directed by the Engineer-in-charge. -Do- 65mm x 65x8 mm angle iron
11
25641
2331.05
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.
1
8243
8243.2
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.
1
2090
2090.7
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 with all lead and lifts etc., complete with all lead and lift as directed by the Engineer-in-charge. -Do- enamelled guage plate
1
7495
7495.7
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 with all lead and lifts etc., complete.. for tanks above 12 mtrs upto 15 mtrs staging complete with all lead and lift as directed by the Engineer-in-charge.
1
21913
21913.25
Providing and constructing burnt brick masonry with approved quality of 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 complete with all lead & lift as directed by the by the Engineer in Charge.
6.09
44288
7272.33
Providing 20mm thick cement plaster in single coat with cement mortar 1:4, to stone masonry & concrete surface 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.
504.08
159994
317.4
Providing and fixing in position anodized aluminum door and ventilators as per approved drawings with sliding shutter using double track window frame section of size 92x31.75mm with 1.3mm thick bottom section weight 0.933 kg/m, sides and top sections 1.3mm thick weight 0.933 kg/m and shutter compressing top and bottom section of size 40mmx18mm, 1.25mm thick 0.417 kg/m shutter outer side 40mmx18mm, 1.25mm. thick weight 0.417 ‘kg/m shutter interlock section 40mmx26.7mm, 1.1mm thick, weight 0.469 kg./m the shutter mounted on nylon rollers with approved quality of fixture such as aluminum handles tower bolts etc. and providing and fixing 5.5mm thick plain glass for shutters fitted with rubber beading aluminum sections anodized 12 to 15 microns, including cutting to required length, joint mitered subdividing the frame tennoned and riveted in the assembled frame stiffened with end clips at corners angels etc. and fixed to the walls, lintels, 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, aluminum sections pretreated for removal of any complete as per specifications with all lead and lift as directed by the Engineer-in-charge.
2.1
10507
5003.65
Providing and fixing in position anodized aluminum window and ventilators as per approved drawings with sliding shutter using double track window frame section of size 92 x 31.75mm with 1.3mm thick bottom section weight 0.933 kg/m, sides and top sections 1.3mm thick weight 0.933kg/m and shutter compressing top and bottom section of size 40mmx18mm, 1.25mm thick 0.417 kg/m shutter outer side 40mmx18mm, 1.25mm. thick weight 0.417 kg/m shutter interlock section 40mmx26.7mm, 1.1mm thick, weight 0.469 kg/m the shutter mounted on nylon rollers with approved quality of fixture such as aluminum handles tower bolts etc. and providing and fixing 5.5mm thick plain glass for shutters fitted with rubber beading aluminum sections anodized 12 to 15 microns, including cutting to required length, joint mitered subdividing the frame tennoned and riveted in the assembled frame stiffened with end clips at corners angels etc. and fixed to the walls, lintels, 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, aluminum sections pretreated for removal of any complete as per specifications with all lead and lift as directed by the Engineer-in-charge.
3.6
15413
4281.45
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 materials, 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.
396.99
101351
255.3
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thick including disposing off the surplus earth with all lead and lift etc., complete with all lead and lift as directed by the Engineer-in-charge.
2312.34
273896
118.45
Supply and delivery to work site loading, unloading, stacking and fixing of resiliient seated soft sealing Sluice valves with body, bonnet of ductile iron of minimum grade GGG50, 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 '0' 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 of etc., complete with all lead and lifts as directed by the Engineer-in-charge.
'-do- for 250 mm dia PN 16
2
60303
30151.9
-do- for 300 mm dia PN 16
2
127898
63949.15
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 with all lead and lifts, 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 CM1:3over 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 406 mm dia 6.40 mm thick
300
1715805
5719.35
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 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 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/ CI/ AC/ 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
1041.82
195289
187.45
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 with all lead and lift etc., complete with all lead and lift as directed by the Engineer-in-charge. '-do - for 250 mm dia
2
19441
9720.9
-do - for 300 mm dia
2
25107
12553.7
Providing plastering 2 to 3 cms. thick in CM 1:3 proportion including scaffolding, racking out joint smooth finishing with minimum 2% of approved quality water proof compound including curing with all lead and lift for all materials etc., complete with all lead and lift as directed by the Engineer-in-charge.
451.72
115324
255.3
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 lifts etc., complete. (Rate per Mtr. is for 3 rows of G.I. pipes complete with all lead & lift as directed by the by the Engineer in Charge
39.59
41476
1047.65
CONSTRUCTION OF 5.00 LL CAPACITY RCC OVER HEAD TANK ON 15 M STAGING AT PRABHAT NAGAR HONNAVAR TOWN
-
-
-
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.(Depth upto 3 Mtr)
-do- In Ordinary / All soils / Hard soil with all lead and lift as directed by the engineering in charge.
334.59
33475
100.05
-do- Ordinary Rock (not requiring blasting) with all lead and lift as directed by the engineering incharge.
143.4
18634
129.95
Providing and laying C.C. 1:1:5:3 proportion for foundation (Screed layer) with 20 mm and downsize 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, curing etc., complete)for foundation for OHT with all lead and lift as directed by the engineering in charge.
23.09
140312
6076.77
Providing and laying vibrated M-25 Design mix RCC works (excluding cost of reinforcement) with 20 mm 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 with all lead and lifts, for RCC works laid in 15 cms., 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 content shall be 360 Kgs.) with all lead and lift as directed by the engineering in charge.
105.51
785461
7444.43
.-- do-- smooth finishing the expose faces in CM 1:4, 12mm thick etc., complete for beams below ground level with all lead and lift as directed by the engineering incharge.
12.84
98510
7672.13
Providing and laying vibrated M-25 design mix for RCC works (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 and lifts including weigh batch plant mixing, plywood/steel form work, centering, scaffolding, curing, smooth finishing the exposed faces in C.M. 1:3, 12mm thick as per designs etc.,complete for RCC Shaft.(Cement @ 360 kgs) Below G.L Shaft with all lead and lift as directed by the engineering incharge.
2.59
38182
14742.33
Providing and laying vibrated M-25 design mix for RCC works (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 and lifts including weigh batch plant mixing, plywood/steel form work, centering, scaffolding, curing, smooth finishing the exposed faces in C.M. 1:3, 12mm thick as per designs etc.,complete for RCC Shaft.(Cement @ 360 kgs) shaft with all lead and lift as directed by the engineering incharge. do- Above G.L upto 6 mtr height
27.83
458630
16479.73
do -Above 6 mtr upto 9 mtr height
14.28
242851
17006.43
-do- Above 9 mtr upto 12 mtr height with
16.52
289647
17533.13
-do- Above 12 mtr upto 15 mtr height
16.02
289318
18059.83
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, smooth finishing the exposed faces in C.M. 1:3, 12mm 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 dome/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 engineering incharge.
105.77
2981180
28185.5
Providing and laying vibrated M-30 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 and lifts 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), above 12mtr upto 15mtr staging for top dome. with all lead and lift as directed by the engineering incharge.
14.97
470450
31426.2
Supply & fabricating TMT steel bars of all sizes for reinforcement of R.C.C workls including conveying steel to workspot with all lead including cleaning straightening, beinding, fabricating, placing in position, tieing as per design including cost of binding wire hoisting all lift etc., complete. with all lead and lift as directed by the engineeR incharge.
36.16
2171404
60049.9
Providing and fixing M.S. ladder between landing 45 cms. Wide using angle iron of size 65 mm x 65 mm x 8 mm and 20 mm M.S. bars at 25 cms. Centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25 mm 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 - 65 x 65 x 8 mm angle iron.with all lead and lift as directed by the engineering incharge.
35
73295
2094.15
Providing and fixing R.C.C. finial and ventialators as per approved desiggn and specification with form work and protected with copper mesh. The plinth to be of R.C.C. circular pillars and canopy with anornamental finish at top. The first 22.50 Cms. height to be covered with RCC panelling as per detailed drawing with all lead and lift etc., complete- 2.50 ll to 5.00 LL capacity.with all lead and lift as directed by the engineering incharge.
1
7708
7708.45
Providing and fixing M.S. Inspection door of size 60cms x 60cms including M.S.Frame, size 50x50x6mm and shutters of 3mm thickness with hinges at top and locking arrangements painting with all lead and lift etc., complete. with all lead and lift as directed by the engineering incharge.
2
4181
2090.7
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 gauge plate with all lead and lift etc., complete Rate for 4.00 m depth with all lead and lift as directed by the engineering incharge.
1
11847
11847.3
Supplying & Fixing C.I. puddler flanges conforming to IS 7181-1986 with latest amendments, in position for R.C.C. walls including hoisting and conveying them to work spot with all lead and lift etc., complete. with all lead and lift as directed by the engineering incharge. a) DO- 200mm dia
4
34051
8512.9
b) - do- 150 MM dia
1
5461
5461.65
Supplying of Board approved make cast iron double flanged Duck foot bends of following diameters conveying to work site, loading, unloading, stacking etc. complete with all lead and lift and fixing with jointing materials etc., complete. with all lead and lift as directed by the engineering incharge. a) do- 200mm dia
4
16638
4159.55
b) -do- 150 mm dia
1
2890
2890.15
Supplying lying of CI flanged pipe true to line / hoisting of CI flanged pipe confirming to IS 7181-1986 with latest amendments in position and aligning to correct plumb including cost of jointing materials conveying to work sport with all lead and lift etc., complete. with all lead and lift as directed by the engineering incharge. a) -do- 200mm dia
200
831910
4159.55
b) -do- 150 mm dia
25
72253
2890.15
Supplying and fixing lightening arrestor of aluminium strip 25mm x3mm size including finial and grounding, aluminium strip is to be embeded in the shaft in an independent GI conduit of 40 mm dia pipe suitably jointed by collars with all specials with all lead and lifts etc., complete.[For tanks above 12 mtr upto 15mtr staging. with all lead and lift as directed by the engineering incharge.
1
21913
21913.25
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 with all lead etc., complete.- with all lead and lift as directed by the engineering incharge.
1492.94
413768
277.15
Supplying & Fixing 40 mm dia G.I. medium duty pipes hand railing 3 rows fixed to 1:2:4 (M-150) 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 (Rate per Mtr. is for 3 rows of G.I. pipes). with all lead and lift as directed by the engineering incharge.
140
146671
1047.65
Providing and Fixing 1mm thick M.S Sheet Garage door with frame and diagonal braces of size 40x40x6mm angle iron,using MS Flats 30x6mm thick MS Gusset Plates at the Junctions and corners, with handles, stoppers and locking arrangements, etc., including applying a priming coat of red lead paint, cost of materials, labour, HOM of machinery complete as per specifications. 1double leaf door of with all lead and lift as directed by the engineering incharge.
4.2
10630
2531.15
Providing and fixing cold rolled prepainted steel windows of IS standards, made out of 0.6mm thick deep drawing quality galvanised on both sides 120gms/sq.mtr. Primer coat upto 5 microns with thermosetting epoxy resin and finish painted with a polyester based paint 20 microns thick. the size of profile is approximately 46 x 52 mm for external frames, 46x46mm section for shutters, 46x70mm section for mullion/transom and 18x31 mm section is for fixing glasses. the section should be cut to length joint mitred and assembling by means of corner bracket made out of cold rolled cold annealed strips of 1.2mm thick duly galvanised and fixed with nickle plated self taping scres. the shutters are provided with approved quality of fixtures like handles made out of zamoc alloy die cast and powsed coat, receiver made out of glass filled nylone and hinges made out of CRCA powder coated. 4mm thick glass should be fixed with EPDM gaskets, guard bars fabricated out of 10 mm square bright bars, bright bars shall be fixed horizontally at 125mm C/C by rivetting to the external frame./ The above frames are fixed to the concrete / masonary walls by means of self expanding screws- -do - with 4 mm tinted glass with gaurd bars Ventilators with all lead and lift as directed by the engineering incharge.
2.25
14536
6460.7
Supply delivery to worksite,loading,unloading,stacking and fixing of Resilient seated soft sealing Sluice valves with body, bonnet of ductile iron of grade GGG50, 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/DIN3202 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. with all lead and lift as directed by the engineering incharge. -do- 200mm dia PN 1.60
4
119742
29935.7
-DO- 150mm dia PN 1.60
1
18851
18851.2
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
14.44
1444
100.05
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 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
21.66
2889
133.4
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.
2.71
16011
5908.15
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 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 layed in layers not exceeding 15cm thicvk, vibrated for all works in ground floor level for roof slabs, staircase, lintels and beams retaining walls, retaining wall 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.
15.68
103382
6593.3
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.
119.2
62508
524.4
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.
0.94
53122
56513.65
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.
5
10453
2090.7
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation layers of 15 cms., thick including disposing off the surplus earth with all lead and lift as directed by the Engineer in Charge.
12.45
1474
118.45
Providing and laying of 457mm dia, 6.40 MM thick MS Raw Water Rising Main from Jackwell to WTP at Prabhat Nagar
-
-
-
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
60000
690000
11.5
Earth work in excavation for pipeline trenches 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)
39497.07
5648081
143
-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. ( depth Up to 3m)
8426.04
1612744
191.4
-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 ( depth Up to 3m)
4739.65
5291819
1116.5
Cutting road surface for pipeline trenches and disposing off the excavated 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
1600
636640
397.9
-do- Cutting Asphalt road
600
438150
730.25
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
3000
934950
311.65
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 with all lead and lifts, 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 CM1:3over 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 457 mm dia 6.40 mm thick M.S rising main
23000
147316150
6405.05
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 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 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/ CI/ AC/ 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
23600
4423820
187.45
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thick including disposing off the surplus earth etc., complete with all lead and lift as directed by the Engineer in Charge.
54862.76
6498493
118.45
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 50. All internal parts such as float, shell etc., all cover bolts of austenitic alloy steel, 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 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.
80 mm dia PN 16
55
1267264
23041.18
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 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 80 mm dia PN-16
55
472430
8589.65
-do-250 mm dia PN-16
6
272295
45382.55
Supply and fixing of CAST Steel Double plate check valve Class 300 Confirming to API 594 with latest amendments as detailed below of following diameter and types and conveying to work site loading, unloading stacking etc,. Complete with all lead and lift
5
372949
74589.95
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 with all lead and lift 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 and as directed by the Engineer-in-Charge
3877.5
34244800
8831.67
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.
116.33
6574232
56513.65
Construction RCC Valve chambers - 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 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
252
75927
301.3
-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 with all lead and lift as directed by the Engineer in charge. O to 2 Mtr depth
189
128671
680.8
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
32.34
200478
6199.1
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
142.91
960162
6718.65
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
737.1
339066
460
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.
17.15
969209
56513.65
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
63
131714
2090.7
Construction RCC Pipe Support - 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 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
1600
482080
301.3
-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 with all lead and lift as directed by the Engineer in charge. O to 2 Mtr depth
1600
1089280
680.8
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
240
1487784
6199.1
Providing and laying in position plain cement concrete of nominal mix m 20 using 20 mm and down size graded granite metal course aggregate @ 0.878 cum and fine aggregtes @ 0.459 cum machine mixed, concrete laid in layers not exceeding 15 cms thick, well compacted, in foundation and plinth,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
129.6
854964
6596.95
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., including 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
1800
12093570
6718.65
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
4800
2208000
460
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.
231.55
13085735
56513.65
Providing and finishing external walls in two coats with water proof 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
4800
563040
117.3
Construction RCC Bridges for crossing the nala/river for laying the MS pipeline (6 Nos) - 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 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
696
209704
301.3
-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 with all lead and lift as directed by the Engineer in charge. 0 to 2 Mtr depth
696
453235
651.2
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
59.02
365870
6199.1
Providing and laying in position plain cement concrete of nominal mix m 20 using 20 mm and down size graded granite metal course aggregate @0.878 cum and fine aggregtes@ 0.459cum 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
380.63
2510997
6596.95
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
1434.48
9637769
6718.65
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
5706.5
2624990
460
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.
217.81
12309238
56513.65
Road restoration Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification 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 & compacting to the required density complete as per specification with all lead and lift as directed by the Engineer in charge. A by manual means Using Screening Type-A (13.2 mm aggregate Grading-II (Manual)
900
5937255
6596.95
Scarifying top bituminous surface or Srface dressing or premix carpet including picking up scarifing materials, stacking of old serviceable materials by mannual means including cost of all labour charges complete as per specification with all lead and lift as directed by the Engineer-in-Charge
6000
269100
44.85
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
6000
220800
36.8
Providing & laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base/binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates & bitumen in hot mix plant 40 tonne capacity, transporting the mixed material in tipper to paver & laying mixed material with paver finisher to the required level & grade, rolling by power roller to achieve the desired density, 50/75 mm compacted thickness with 3.3 % bitumen but excluding cost of primer/tack coat including cost of all materials, labour, HOM of machineries complete as per specifications with all lead and lift as directed by the Engineer-in-charge
600
4382190
7303.65
Providing and laying of 150mm dia K-9 class DI Fedeer Mains to Enroute 9 GramaPanchayath's
-
-
-
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
3240
1289196
397.9
-do- Cutting Asphalt road
720
525780
730.25
Earth work in excavation for pipeline trenches 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)
15525
2220075
143
-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
3312
633916
191.4
-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
1863
2080039
1116.5
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
600
186990
311.65
Providing Coarse Sand 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
240
490452
2043.55
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. -do- for 150 mm dia K-9 Class DI
23000
35041650
1523.55
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 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 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/ CI/ AC/ 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
18000
3374100
187.45
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thick including disposing off the surplus earth etc., complete with all lead and lift as directed by the Engineer in Charge.
20700
2451915
118.45
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 50. All internal parts such as float, shell etc., all cover bolts of austenitic alloy steel, 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 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. -do- 80 mm dia PN 16
45
1036853
23041.18
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, 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 -do- 80 mm dia PN-16
45
386534
8589.65
-do- 150 mm dia PN-16
9
171161
19017.95
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 with all lead and lift 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 and as directed by the Engineer-in-Charge
900
7948503
8831.67
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.
45
2543114
56513.65
Construction RCC Valve chambers - 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 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
83.86
25267
301.3
-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 with all lead and lift as directed by the Engineer in charge. 0 to 2 Mtr depth
27.95
19028
680.8
-Do- in Hard Laterite rock with Iron ore upto 20% with all lead and lift as directed by the Engineer in charge. 0 to 2 Mtr depth
307.49
319312
1038.45
-Do- in Hard Laterite rock with Iron ore above 20% with all lead and lift as directed by the Engineer in charge. 0 to 2 Mtr depth
27.95
61552
2202.25
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 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
50.82
315038
6199.1
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work 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 the Engineer in Charge
178
58544
328.9
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
80.19
538768
6718.65
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
1140.48
469535
411.7
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
99
45540
460
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
152.86
1027012
6718.65
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.
18.64
1053414
56513.65
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
99
206979
2090.7
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thick including disposing off the surplus earth etc., complete with all lead and lift as directed by the Engineer in Charge.
559.41
66262
118.45
Horizontal Directional Drilling for steel Ducts/ Pipes
Installation of Steel product pipe by HDD method including preparing and setting up the plant and equipment, preparing new pipe-work material, installing new pipe-work and commissioning system or making the system ready for commissining by HDD operation including, all related civil and mechanical works like excavation, shoring/structting, etc., drilling, stringing, reaming, and pulling back the new pipe-work on the designed bore path alignment, proper disposal of drilling fluid and restoration of site after completion all inclusive as per IndSTT:101-2007: Code of Practice for Horizontal Directional Drilling Technique suiting Indian Conditions. etc.,complete as per specifications with all lead and lift as directed by the Engineer-in-Charge. -do- 450 to700 mm dia In Hard Rock
80
4262360
53279.5
Supplying HDPE pipe coforming to IS 4984:1995 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling, lowering into trenches, laying true to line and jointing of pipes and specials, 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 with all lead and lift including testing and commissioning. The rate is inlusive of required specials and fittings etc., complete as per specifications with all lead and lift as directed by the Engineer-in-Charge. (Contractor will make his own arrangements for procuring water for testing) do- 560mm dia Grade PE-100, PN10
80
728256
9103.2
Providing, Laying and Jointing 250, 200mm DI K-7 class &160, 110, 90 and 75mm dia HDPE pipe distribution system in Honnavar 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
4950
1969605
397.9
-do- Cutting Asphalt Road
2025
1478756
730.25
-do- Cutting Cement Concrete Road
540
791154
1465.1
Removing and Stacking Stone Paving including sorting the dismantled materials, disposal of unserviceable materials, stacking the serviceable materials within a lead of 100 metres cost of all labour charges complete as per specificationswith all lead and lift as directed by the Engineer in Charge.
1350
321367
238.05
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 -do -In all soils mixed with boulders upto 30 cms size and exclusive of disintegrated rock.
15457.85
4657450
301.3
-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.
1449.17
986594
680.8
-Do- in Hard Laterite rock with Iron ore upto 20% with all lead and lift as directed by the Engineer in charge.
23669.83
24579934
1038.45
-Do- in Hard Laterite rock with Iron ore above 20% with all lead and lift as directed by the Engineer in charge.
7728.92
17021014
2202.25
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
910
283601
311.65
Providing Coarse Sand 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
1911.58
3906409
2043.55
Dismantling of existing structures like Culverts, Bridges, retaining walls and other structures comprising of lime/cement concrete and cement concrete of grade M-15 & M-20 including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lead and lift complete as per specifications with all lead and lift as directed by the Engineer-in-Charge
486
311307
640.55
Dismantling of existing structures like Culverts, Bridges, retaining walls and other structures comprising of rubble stone masonary in cement mortor including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lead and lift complete as per specifications with all lead and lift as directed by the Engineer-in-Charge
486
196173
403.65
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
1739
6090238
3502.15
250mm dia K-7
3177
8732461
2748.65
Supplying HDPE pipes conforming to IS 4984:1995 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 with all lead and lift 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)
40936
7992754
195.25
-do- 90mm dia (PE100, PN-8)
5431
1397124
257.25
-do- 110mm dia (PE100, PN-8)
5807
2073389
357.05
-do- 160mm dia (PE100, PN-8)
6045
4177699
691.1
-do- 200mm dia (PE100, PN-8)
1379
1435814
1041.2
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 with all lead and lift as directed by the Engineer in Charge.
10000
1874500
187.45
Supply and delivery to work site, loading, unloading, stacking and fixing of Resilient seated soft sealing DI Sluice valves with body, bonnet of ductile iron of Minimum Grade GGG50, 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- 50mm dia PN 10
20
116881
5844.05
-do-80mm dia PN 10
12
103075
8589.65
-do-100mm dia PN 10
20
217561
10878.05
-do- 150mm dia PN 10
12
228215
19017.95
-do- 200mm dia PN 10
5
150759
30151.9
-do- 250mm dia PN 10
3
136147
45382.55
-do- 300mm dia PN 10
2
127898
63949.15
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 50. All internal parts such as float, shell etc., all cover bolts of austenitic alloy steel, 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 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
30
691235
23041.18
-Do- 100mm dia PN 10
10
307200
30720.06
Supply and delivery to work site, loading, unloading, stacking and fixing of DI Pressure Controlling Valves with Isolation Sluice valves. 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- 50mm dia PN 10
30
4153500
138450
-do-80mm dia PN 10
10
2241730
224173
-do-100mm dia PN 10
10
2742800
274280
-do- 150mm dia PN 10
10
3610200
361020
-do- 200mm dia PN 10
2
791560
395780
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 with all lead and lift 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.
86.4
763055
8831.67
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.
4.32
244138
56513.65
Refilling the pipeline tranches and foundation with selected available earth from trench excavation including watering consolidation in layers of 15 cms., thick including disposing off the surplus earth with all lead and lift as directed by the Engineer in charge.
46664.23
5527378
118.45
Supplying and fixing C.I. valve box conforming to relevant ISS (Minimum weight 40kgs) and 15 cms, size Road box including C.I. barrel pipe and fixing with earth work in all soils etc, complete, road box to be fixed in C.C. 1:3:6 and plastered all over with CM 1:3, 20mm thick curing for 10 days etc., complete with all lead and lift as directed by the Engineer in charge.
64
284243
4441.3
Providing and laying available burnt stone slabs 10 cms thick, rough chistle dressed on sand bed 7.5 cms to 8 cms thick and pointed with cement mortar 1:3, including cost of materials, labour, curng complete as per specifications with all lead and lift as directed by the Engineer in charge.
13500
10024695
742.57
Supply, erection and commissioning of suitable pressure rating Board approved make BATTERY OPERATED ELECTRO MAGNETIC FLOW METER with GSM & Logger as per the specification complete including 8mm thick M.S Specials, RCC all round walls, signal and supply cables and installation of on-line interactive un-interruptible power supply system (UPS) as per the specification etc., complete with all lead and lift as directed by the Engineer in charge. '--do for 300mm dia - 10 KSC
1
286900
286900
' -do for 250mm dia - 10KSC
2
269600
134800
' -do for 200mm dia - 10KSC
3
306000
102000
' -do for 150mm dia - 10KSC
12
993600
82800
' -do for 100mm dia - 10KSC
10
692000
69200
' -do for 80mm dia - 10KSC
10
637500
63750
Construction RCC Valve chambers - 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 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
110.88
33408
301.3
-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 with all lead and lift as directed by the Engineer in charge. 0 to 2 Mtr depth
27.72
18871
680.8
-Do- in Hard Laterite rock with Iron ore upto 20% with all lead and lift as directed by the Engineer in charge. 0 to 2 Mtr depth
277.2
287858
1038.45
-Do- in Hard Laterite rock with Iron ore above 20% with all lead and lift as directed by the Engineer in charge. 0 to 2 Mtr depth
138.6
305231
2202.25
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 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
34.3
212629
6199.1
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work 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 the Engineer in Charge
117.6
38678
328.9
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
41.16
276539
6718.65
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
967.68
398393
411.7
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
84
38640
460
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
145.83
979780
6718.65
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.
14.96
845444
56513.65
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
84
175618
2090.7
Refilling the pipeline tranches and foundation with selected available earth from trench excavation including watering consolidation in layers of 15 cms., thick including disposing off the surplus earth with all lead and lift as directed by the Engineer in charge.
356.83
746024
2090.7
Supply and installation of water connections to individual houses upto water meter point (which shall be fixed about one meter from customer boundary) and includes civil works like Earthwork excavation for the pipeline trenches for laying of MDPE/GI pipes of following diameters for the house connections in all types of soils, disintegrated rock, soft rock, hard rock, including cutting of any road using machine cutter, crossing drains, compound, cutting any surfaces along the pipelines such as tiles/floor/concrete/ or any other surfaces using machine cutter, boring the wall surfaces comprising of BBM or SSM for conveying the pipelines to customer property, restoring the damaged portions inside or outside the property premises, refilling etc., complete. supply and laying of MDPE PE-80, PN 12.5 pipes with specials such as Electrofusion tapping ferrule or saddles of pressure rating PN 12.5/ SDR 11 or higher grade of approved make conforming to standard specifications with brass cutter, flow regulator, water tight cap-cutting edges for making hole/ tapping suitable to HDPE distribution mains by electrofusion welding. Tapping ferrules (Mechanical type clamp saddle) with cost of GI pipes, all specials such as GI tee, GI elbow, GI coupler, stopper etc, and Brass or SS tap for the following diameters as per specifications with all lead and lift as directed by the Engineer in Charge.
15mm dia
6420
42924762
6686.1
-do- 20mm dia
200
1384140
6920.7
Providing 50mm dia HDPE Sleeve pipe with allied accessories at ferrule point of HSC to assist in regulating flow with allen key etc., complete with all lead and lift as directed by the Engineer in charge
6620
1522600
230
Supplying and fixing water meter of following size to services connections including conveying & fixing of necessay GI specials etc complete, with all lead & lifts (as per IS 779-1994 with latest ammendments) Material of construction shall be as follows: • Body - Brass, Grade DCB2 of IS 1264:1989 • Registration Box - Brass, Grade DCB2 of IS 1264:1992 • Screw and Studs - Stainless Steel, 07Cr18Ni19 of IS 6911:1992 • Strainers - HDPE • Impeller Shaft - Stainless Steel, 07Cr18Ni19 of IS 6911:1992 • Nipples and Nuts - Brass, LCB2 of IS 292:1983 • Measuring Chamber - Brass LCB2 of IS 2921-1983 • Spindle and Bearing - Stainless Steel, 07Cr18Ni19 of IS 6911:1992 with all lead and lift as directed by the Engineer in charge.
15mm dia
6420
10567320
1646
-do- for 20mm dia
200
526800
2634
Supply and fixing of HDPE water meter box to 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 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 with all lead and lifts etc., complete as per drawing enclosed with all lead and lift as directed by the Engineer in Charge
6420
3210000
500
Horizontal Directional Drilling for steel Ducts/ Pipes
Installation of Steel product pipe by HDD method including preparing and setting up the plant and equipment, preparing new pipe-work material, installing new pipe-work and commissioning system or making the system ready for commissining by HDD operation including, all related civil and mechanical works like excavation, shoring/structting, etc., drilling, stringing, reaming, and pulling back the new pipe-work on the designed bore path alignment, proper disposal of drilling fluid and restoration of site after completion all inclusive as per IndSTT:101-2007: Code of Practice for Horizontal Directional Drilling Technique suiting Indian Conditions. etc.,complete as per specifications with all lead and lift as directed by the Engineer-in-Charge. -do- 200 to 300 mm dia In Hard Soil
50
369207
7384.15
-do- In Soft Rock
50
794190
15883.8
-do- 350 to450 mm dia In Hard Soil
50
656822
13136.45
do- In Soft Rock
50
1411567
28231.35
Supplying HDPE pipe coforming to IS 4984:1995 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling, lowering into trenches, laying true to line and jointing of pipes and specials, 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 with all lead and lift including testing and commissioning. The rate is inlusive of required specials and fittings etc., complete as per specifications with all lead and lift as directed by the Engineer-in-Charge. (Contractor will make his own arrangements for procuring water for testing) do- 200 mm dia Grade PE-80, PN8
50
71385
1427.7
-do- 315 mm dia Grade PE-80, PN8
50
170732
3414.65
400mm dia Grade PE-80, PN8
50
286910
5738.2
Road restoration 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
3824
25226736
6596.95
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
5689.5
15984365
2809.45
Scarifying top bituminous surface or Srface dressing or premix carpet including picking up scarifing materials, stacking of old serviceable materials within a lead of 100 m by mannual means including cost of all labour charges complete as per specification with all lead and lift as directed by the Engineer-in-Charge
37930
1701160
44.85
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
38580
1419744
36.8
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
3325.6
24289018
7303.65
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
38580
7675491
198.95
Part-B: Construction of 4.40 ML (in 20 Hours) Water Treatment Plant AT Prabhat Nagar Honnavar (Lumpsum)
-
-
-
Design, supply, construction, installation, testing, commissioning and trial run for a period of 3 months from the date of commissioning of the Water Treatment Plant of 4.40 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 3 months 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.
1
-
-
A) CONSTRUCTION OF AERATOR AND RAW WATER CHANNEL
Designing, constructing, completing and commissioning and trial run for a period of 3 months of CASCADE type Aerator and Raw Water Channel of 4.40 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 3 months trial run etc., complete with all lead and lift complete as directed by the Engineer in charge.
-do - Civil works
1
325354
325354
B) CONSTRUCTION OF FLASH MIXER
Designing, Constructing, completing and commissioning and trial run for a period of 3 months of flash mixer of 4.40 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 3 months trial run etc., complete.
-do - Civil works
1
244016
244016
C) CONSTRUCTION OF CLARIFLOCULATOR
Designing, constructing, completing and commissioning and trial for period of 3 months of CLARIFLUCOLATOR of 4.40 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 3 months trial run complete with all lead and lift complete as directed by the Engineer in charge.
-do - Civil works
1
4880310
4880310
D) CONSTRUCTION OF ,FILTER COMPLEX, , SLUDGE DISPOSAL, CHLORINATION ROOM & CHEMICAL HOUSE ARRANGEMENTS
Designing, constructing, completing and commissioning and trial for period of 3 months of RAPID SAND GRAVITY FILTER UNIT of capacity 4.40 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 & electrification works etc., all as per tender requirements, design criteria and specifications all on turnkey basis etc., including 3 months trial run and including linking the filteres to the proposed OHT at WTP primises for backwash purpose etc., complete with all lead and lift complete as directed by the Engineer in charge (refer section-7:special specifications)
-do- Civil Works.
1
10818013
10818013
ELECTRO MECHANICAL COMPONENTS:
Design, supply, construction, installation, testing, commissioning, trial run for 3 months and maintenance for a period of 12 months of mechanical equipmens, pipe line works and electrical works consisting of MS / DI raw water intake pipe,V- notch, flow controlling devices, inlet, outlet & back wash connections, valves at WTP, desludging valves at flocculator and settling tank, 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
1
3560000
3560000
PART-C: Operation & Maintenance of
-
-
-
Operation & Maintenance for a period of 12 months of water supply scheme to Honnavar town and after assessment of existing distribution network, which includes pressure and quality management using specialised techniques & personnel, billing etc., including transportation, man power, etc., The minimum supervisory staff with 5 years of experience shall include; Site Engineer (Graduate)(Civil)-1 No., Electrical supervisor-1No, Pump Operator(ITI)-2Nos, water analyst (BSc. Graduate)-1no, water Analyst(SSLC) Assistant - 1 Nos. Watchman-3No. Helper-8No., Fitter-4 No.Waterman(Valveman)-5Nos., meter reader-3, Meter repairer-1No. The administrative staff shall include minimum 1 No. of supervisory Graduate, House keeping & security arrangements for the offices established by the contractor shall include a minimum of 1 No House keeping and Literatory-1No.,Communication system includes rent and usage charges of Mobiles -10 Nos, The material cost in case of breakdown & repairs within the defect liability period shall be borne by the contractor. The rate includes Internet charges & office stationaries for the office established by the contractor at Honnavar town, Supply of chlorine gas-1.0 Ton, PAC powder-1.0Ton information, education and comunnication(IEC), hiring of vehicles-1No. of TATA ace or equivalent make vehicles and Jeep or Car 1 No, Internet charges etc, with all lead and lift as directed by the Engineer-in-charge.
12
4504512
375376
Operation & Maintenance for a period of 48 months of water supply scheme to Honnavar Towns and after assessment of existing distribution network, which includes pressure and quality management using specialised techniques & personnel, billing etc., including transportation, man power, etc., The minimum supervisory staff with 5 years of experience shall include; Site Engineer (Graduate)(Civil)-1 No., Electrical supervisor-1No, Pump Operator(ITI)-2Nos, water analyst (BSc. Graduate)-1no, water Analyst(SSLC) Assistant - 1 Nos. Watchman-3No. Helper-8No., Fitter-4 No.Waterman(Valveman)-5Nos., meter reader-3, Meter repairer-1No. The administrative staff shall include minimum 1 No. of supervisory Graduate, House keeping & security arrangements for the offices established by the contractor shall include a minimum of 1 No House keeping and Literatory-1No.,Communication system includes rent and usage charges of Mobiles -10 Nos, The material cost in case of breakdown & repairs within the defect liability period shall be borne by the contractor. The rate includes Internet charges & office stationaries for the office established by the contractor at Honnavar town, Supply of chlorine gas-1.0 Ton, PAC powder-1.0Ton information, education and comunnication(IEC), hiring of vehicles-1No. of TATA ace or equivalent make vehicles and Jeep or Car 1 No, Internet charges etc, with all lead and lift as directed by the Engineer-in-charge.
48
32995488
687406
Grand Total Rs.
-
734955935
-
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