Rural Water Supply And Sanitation Department Tender
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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
₹ 38,700Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
RWSSD/2020-21/WS/WORK_INDENT32738Bid Award Id
ViewTender No
RWSSD/2020-21/WS/WORK_INDENT32738Tender Authority
Rural Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, 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 and loading and unloading as directed by the Engineer incharge of the work
3.93
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22401.08
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Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete for R. rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges) with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
8.43
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65555.9
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Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification for staging, columns and braces above ground level (exclusive of cost of steel and fabrication charges) with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
11.33
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160951.26
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Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification and giving satisfactory water proof test including construction joints wherever necessary as per the directions of the departmental Officers complete for ring beam, side walls, bottom dome or bottom slab, shell portion and bottom ribs (exclusive of cost of steel and fabrication charges and jointing materials) with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
18.97
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360789.48
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Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., completeas per design and specifications etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges) with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
3
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42506.04
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Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications. with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
5.84
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422910.67
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Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete. with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
3.5
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11171.89
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Providing and constructing RCC hexagonal ventilator finial for RCC over head tank the finial to be constructed with CC (M-20) proportion using 20mm and down size jelly with reinforcement using 6mm dia., M.S. rods 4 nos., for each of the pillars both ways for full width of doom at 12cm c/c, the ventilator to be of 0.45 M x 0.5 M size provided with 25mm x 25mm x 5mm M.S. frame welded with diamond mesh to its full width and depth fully covered with aluminium mosquito mesh finished smooth with CM 1:3 proportion to required shape and size and ornamental finish including two coats of anti-corrosive paint for frame and mesh and two coats of cement paint matching to over head tank etc., complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
1
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5949.28
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Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.) with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
1
-
1872.54
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Providing and fixing enameled gauge plate 3 mm thick, 0.23 M wide with plastic float thick plastic indicator and flexible nylon wire etc., complete to 3.00 M height with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
1
-
3836.75
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Providing 2 coats of Snowcem/Water-proof cement paint of approved colour and shade over one coat of primer including curing etc., complete for RCC over head tank. with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
330.09
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72418.45
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Providing & fixing copper lightning arrester with five spikes and 20mm dia copper tube or suitable length of aluminium strip of spike 25mmx3mm including grounding as per specification. The aluminium strip is to be encased in G.I. conduct pipe or 40mm dia., 6.8 M long suitably joined by collar with all specials, fixed to one of the columns etc., complete up to 6 M staging. with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
1
-
14247.99
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Providing & fixing G.I. pipe railing of 32mm dia.,G.I. pipe B-class in two rows of roof dome flat slab of landing of elevated storage reservoir including cutting, welding, threading, painting, embedding in C.M. pillars with all lead and lifts etc., complete. with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
55.86
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39066.81
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CI Puddle Flanges - Supplying, and Fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments in position for RCC walls including hoisting and conveying them to work spot 80 mm dia with all lead and lifts etc complet with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
5
-
13235
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CI Flanged Pipes - Supplying,, laying 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 material,conveying to work spot, 80 mm dia with all lead and lifts etc complete. with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
73.75
-
145140
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Supply and delivery 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 vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. 80 mm dia with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
5
-
42760
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Providing Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete 80 mm dia with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
5
-
1750
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Providing Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. 80 mm dia with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2
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640
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Painting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“ii) English and Roman - Hyphen and the like not to be measured and paid for “ MORTH Specification No.801 with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
10000
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7200
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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 with all lead and lift etc., complete. 65x65x8mm angle iron frame. with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
18
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33761.34
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RISING MAIN CONNECTION FROM EX-BORE WELL/MVS GRAVITY MAIN LINE TO P-OHT_____________ Earthwork excavation for pipeline trenches including depositing on bank upto with all lead and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) . with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
50.65
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13668.41
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Earthwork excavation for pipeline trenches including depositing on bank upto a with all lead and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2.67
-
1628.06
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Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification, Cutting in Asphault road surface with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
0.23
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128.4
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Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification, Cutting in Macadam road surface with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
0.45
-
160.37
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Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete 75mm with all lead and lift and loading and unloading as directed by the Engineer incharge of the work 75mm RISING MAIN PVC 10 KSC
50
-
10403
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Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete 110mm with all lead and lift and loading and unloading as directed by the Engineer incharge of the work 75mm RISING MAIN PVC 06 KSC
50
-
7879.5
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Giving hydraulic test for C.I. / R.C.C. / P.V.C. / H.D.P.E/ D.I /A.C. pipelines to the pressure equal to two times the working pressure including cost of supply of water. upto 80mm with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
100
-
474
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Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller) with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
53.32
-
5656.72
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Supply and delivery of Resilient seated soft sealing 80mm dia 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 vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2
-
17104
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Supply and fixing of single chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 50. All internal parts such as float, shell etc., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour bule RAL5005. The valves should be designed for all the three functions 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. 50mm dia with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
1
-
16364
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Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
0.45
-
2640.1
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BULK FLOW METERS_______________ Supply and delivery of Woltman model with removal mechanism water meters confirming to ISO 4064 part I,II,III class B or IS 779 and IS 2373 with life cycle test certificate from FCRI/NABL accredited lab. The water meters shall have magnetic drivers or mechanical drivers and shall be versatile for installation in any position. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointer of the meter shall be as per ISO 4064 class B specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates. Note: the above rates are basic rates inclusive of transportation charges, earth work excavation, labour charges, cutting and threading, conveyance, welding and hire charges for tools and plants ets., complete. 80mm dia with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
1
-
19451
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Supply and delivery 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 vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS 80mm dia with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
1
-
8552
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Earthwork excavation for pipeline trenches including depositing on bank with all lead and lift mtrs and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
6
-
1619.16
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Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
6
-
636.54
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Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in ordinary 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 with all lead and lift including breaking of clods complete as per specifications.In ordinary soil with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2.11
-
649.82
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Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in ordinary 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 with all lead and lift including breaking of clods complete as per specifications.In Hard soil with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2.11
-
973.64
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Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, 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 and loading and unloading as directed by the Engineer incharge of the work
0.49
-
2793.01
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Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick,vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness ) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks,anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
1.07
-
6668.81
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Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated forall works in ground floor level for roof slabs, staircase, lintels, and beams,retaining walls, return walls, walls ( any thickness ) including attached pilasters, columns, pillars,posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks,plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing,complete but excluding cost of reinforcement as per specifications with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
0.26
-
1682.86
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Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications. with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
106.4
-
7705.49
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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 specificaitons. with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
0.96
-
255.11
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Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth and string courses cost of all materials, labour complete as per specificaitons with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
9.2
-
3392.41
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Filling available excavated earth ( excluding rock ) in sides of foundations upto plinthin layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming afterwatering with all lead and lift including cost of all labour complete as perspecifications. with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
1.05
-
217.38
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DISTRIBUTION SYSTEM CONNECTION_______________ Earthwork excavation for pipeline trenches including depositing on bank with all lead and lift and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) In ordinary soil with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
331.24
-
89388.43
... More
Earthwork excavation for pipeline trenches including depositing on bank with all lead and lift and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) in hard soil with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
368.04
-
99319.27
... More
Earthwork excavation for pipeline trenches including depositing on bank with all lead and lift and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
36.8
-
22439.17
... More
Earth work excavatoin for water Supply & Sanitary lines, Electrical conduits either in pits or pipe line trenches (upto 600mm 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 mm whevere necessary removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench, including backfilling the excavated earth to the extent required and utilising the remaining available excavated earth locally for the work. in the following strata classifications by Mechanical Means Ordinary / Hard Soil - (Depth upto 3m) with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
256.5
-
34345.35
... More
Earth work excavatoin for water Supply & Sanitary lines, Electrical conduits either in pits or pipe line trenches (upto 600mm 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 mm whevere necessary removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench, including backfilling the excavated earth to the extent required and utilising the remaining available excavated earth locally for the work. in the following strata classifications by Mechanical Means Ordinary Rock (not requiring blasting) with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
13.5
-
2419.47
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Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification, Cutting in Cement Concrete road surface with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
62.78
-
71517.72
... More
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification, Cutting in Asphault road surface with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
0.34
-
189.81
... More
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification, Cutting in Macadam road surface with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
0.68
-
242.34
... More
Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 63mm 4KSC with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
1483
-
146639.04
... More
Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 75mm 4KSC with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
760
-
92370.4
... More
Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 90mm 4KSC with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
87
-
12724.62
... More
Giving hydraulic test for C.I. / R.C.C. / P.V.C. / H.D.P.E/ D.I /A.C. pipelines to the pressure equal to two times the working pressure including cost of supply of water upto 80mm with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2243
-
10631.82
... More
Giving hydraulic test for C.I. / R.C.C. / P.V.C. / H.D.P.E/ D.I /A.C. pipelines to the pressure equal to two times the working pressure including cost of supply of water above 80mm & upto 100mm, with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
87
-
519.39
... More
Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller) with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
736.08
-
78090.73
... More
Supplying, laying, jointing , testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) ( with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
50
-
30385
... More
Supply and delivery 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 vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. 50mm dia with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
6
-
34860
... More
Supply and delivery 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 vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. 80mm dia with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
3
-
25656
... More
Supplying and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, Should be suppied with support tile I (FSL, FSS ,SI) ,Should be able to receive class AA traffic loads with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
9
-
24615
... More
Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
63.46
-
372312.2
... More
HOUSE HOLD TAP CONNECTION - NEW FHTC _____________ Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification.. Cutting in Cement concrete road surface with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
17.33
-
19741.99
... More
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification.. .Cutting Asphalt Road Surface with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
3.09
-
1725.02
... More
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification.. Cutting Macadam Road Surface with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
6.19
-
2205.99
... More
Earthwork excavation for pipeline trenches including depositing on bank with all lead and lift and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
139.22
-
37569.91
... More
Supply and delivery at site special moulded variety PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments . PVC Service Saddle - 63 mm Dia pipe with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
95
-
8550
... More
Supply and delivery at site special moulded variety PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments .PVC Service Saddle - 75 mm Dia pipe with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
60
-
7200
... More
Supply and delivery at site special moulded variety PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments .PVC Service Saddle - 90 mm Dia pipe with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
10
-
1600
... More
KSRB13-8 : Providing and fixing to wall, ceiling and floor, medium density polyethylene pipes 6.00 kgs/sq.cm working pressure of outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor including cost of all materials, labour charges, HOM and testing complete as per specifications. Specification No.KBS 13.2.15.1 I 13.9 for internal water supply connection. MDP Pipe 20mm dia for CC Road with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
605
-
67971.75
... More
KSRB13-8 : Providing and fixing to wall, ceiling and floor, medium density polyethylene pipes 6.00 kgs/sq.cm working pressure of outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor including cost of all materials, labour charges, HOM and testing complete as per specifications. Specification No.KBS 13.2.15.1 I 13.9 for internal water supply connection.MDP Pipe 20mm dia for Asphalt Road with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
316.25
-
35530.69
... More
Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
165
-
6270
... More
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239-II, 1991 with latest amendments if any with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
660
-
25080
... More
Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any. with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
165
-
10725
... More
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI union confirming to IS 1239-II, 1991 with latest amendments if any with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
330
-
18150
... More
Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) .For vertical support 15mm dia with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
346.5
-
44968.77
... More
Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) .For GI encasing 32 mm dia for drain crossing with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
123.75
-
35816.96
... More
Providing, & fixing Flow control valve using food grade materials SS 316 ball / 1/2 " [15mm] including cost of all materials, labour charges, HOM and testing complete as per of following specification. The FCV nominal design is for 5Ltr/Min Discharges at 0.5 bar pressure loss and should not exceed the fiow a tthe range of 7 Lit /Min at 1 bar or more pressure. MOC of valve - Food grade stainless steel SS-316 MOC of Ball : sstainless steel-316 Flow direction arrow embossed on its outside surface The Valve should act as flow control vaive and non return valve Minimum operating pressure- 0.1 kgf( 10 cm head) Designed pressure : 1 metre to 50 metres Accuracy of vaives : + 20% of average fiow rate Orifice size : not be less than 12mm Ball size : not less than 12 mm Weight of FCV : not less than 125 gms Length : not be less than 70 mm The FCV is with internal arrangements of very simple passage in line such that the valve will pass the small floating particles if any entered in the valve to avoid choking. The FCV shall be got tested from FCRI by the manufacturer as per above standards, The quantum of checkinq to be done from FCRI is attached herewith. The FCV should be fitted on Saddle,which is fixed on distribution pipeline. [approved rate] 15mm flow control valve with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
165
-
42075
... More
KSRB13-5 : Providing and fixing water meter with stop cock, jam nut, socket in G. I pipe line including cutting and threading the pipe and making long screws including cost of all materials, labour, HOM and testing complete as per specifications with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
165
-
228690
... More
KSRB13-6.1 : Providing and fixing in position brass bib cock of approved quality nominal bore including cost of all materials, labour and HOM with all leads complete as per specifications. Specification No.KBS 13.2.2/13.3 .15 mm dia nominal bore with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
165
-
32917.5
... More
Supply and fixing of HDPE water meter box to protect the water meter of class 'B: multijet type of size 15 to 32mm including HDPE box with base dia 300mmxlid dia 200mmxheight 250mm with openable lid and the cover is buried below GL with lid flush with GL including earthwork excavation for 600mmx600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12 to 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 and loading and unloading as directed by the Engineer incharge of the work
165
-
82500
... More
Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller) with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
139.22
-
14769.85
... More
Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, 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 and loading and unloading as directed by the Engineer incharge of the work
2.51
-
14307.05
... More
Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
26.03
-
152714.89
... More
RCC VALVE CHAMBER (1.00MX1.00M) ( 8 Nos) __________________ Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in ordinary 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 with all lead including breaking of clods complete as per specifications. In ordinary Soil
16.32
-
5026.07
... More
Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in ordinary 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 with all lead and lift including breaking of clods complete as per specifications. In hard Soil with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
18.16
-
8379.75
... More
Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in ordinary 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 with all lead and lift including breaking of clods complete as per specifications. In soft rock without blasting
1.84
-
2693.08
... More
Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, 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 and loading and unloading as directed by the Engineer incharge of the work
3.92
-
22344.08
... More
Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick,vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness ) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks,anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
8.56
-
53350.46
... More
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated forall works in ground floor level for roof slabs, staircase, lintels, and beams,retaining walls, return walls, walls ( any thickness ) including attached pilasters, columns, pillars,posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks,plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing,complete but excluding cost of reinforcement as per specifications with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
2.08
-
13462.84
... More
Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
0.88
-
63726.26
... More
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 specificaitons with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
7.68
-
2040.88
... More
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth and string courses cost of all materials, labour complete as per specificaitons with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
73.6
-
27139.26
... More
Filling available excavated earth ( excluding rock ) in sides of foundations upto plinthin layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming afterwateringwith all lead and lift . including cost of all labour complete as perspecifications with all lead and lift and loading and unloading as directed by the Engineer incharge of the work
8.4
-
1739.05
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