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
₹ 86,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
RWSSD/2020-21/WS/WORK_INDENT32373Bid Award Id
ViewTender No
RWSSD/2020-21/WS/WORK_INDENT32373Tender 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 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) etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
6.95
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54046.68
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RCC steining : Providing and laying vibrated cement concrete proportion M-25 with cement @ 340kgs, with 20mm and down size graded granite or trap or basalt jelly metal coarse aggregates @0.70cum and fine aggregtes @ 0.470 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, including shoring, strutting, form work, bailing out water, mixing with machine mixer, laying, vibrating, curing ,with all lead and lifts etc., complete as per specification for well steining. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
10.67
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127353.28
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Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.7 cum and fine aggregates @ 0.47 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 machine mixing,laid 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 as per design and specifications etc., complete for RCC roof slab,top dome,ring beam of all spans (exclusive cost of steel and fabrication charges) etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
3.27
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33182.52
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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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
2.3
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166557.28
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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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
4.95
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15800.25
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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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
1
-
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.) etc complete 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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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 with all lead and lifts etc complete. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
3
-
7941
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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 with all lead and lifts etc complete etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
20
-
39360
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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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
3
-
25656
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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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
57
-
12505.23
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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 etc complete 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
1.5
-
2813.44
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RISING MAIN CONNECTION FROM EX-BORE WELL JUNCTION/P-SUMP TO EX-OHT-01 _____________ Earthwork excavation for pipeline trenches including depositing on bank 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) in ordinary soil . etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
113.06
-
30510.37
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RISING MAIN CONNECTION FROM EX-BORE WELL JUNCTION/P-SUMP TO EX-OHT-01 _____________ Earthwork excavation for pipeline trenches including depositing on bank 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) . in hard soil etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
113.06
-
30510.37
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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 (Depth upto 3m) etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
243
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32537.7
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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 Asphalt Road Surface etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
0.23
-
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 Macadam Road Surface etc complete 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
150
-
23638.5
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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 90mm etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
720
-
147578.4
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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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
150
-
711
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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. above 80mm & upto 100mm etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
720
-
4298.4
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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) etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
226.12
-
23989.07
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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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
3
-
25656
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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 etc complete 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
0.45
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2640.1
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HUME PIPE PUMP HOUSE _____________ 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 lead upto 50 m. including breaking of clods complete as per specifications. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
1.3
-
400.36
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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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
0.43
-
2451.01
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Providing and constructing granite / trap / basalt size stone masonry in basement with cement mortar 1:6, edges of stone chistle dressed in courses not less than 15 cms high, bond stones at 2 m. apart in each course including cost of materials, labour, curing complete as per specifications etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
1.35
-
7692.25
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Providing and laying in position plain cement concrete of grade M 15 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.53cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, plinth and cills, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
0.34
-
2063.73
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Providing ruled pointing to coursed stone masonry with cement mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour,curing complete as per specifications. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
2.7
-
397.68
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RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm NOTE: 1)Item 10.15 is only for estimate purpose. 2) Tenders to be invited for procurement. 3) No direct mode of payement should be made under any situation or condition on any account. Manufacturing and supplying precast spun RCC circular Hume pipe pump house with M.S.Door and RCC conical roof as per specifications and drawings. The RCC Hume pipe pump house should have internal of 1.20m dia and height of 2.50m with wall thickness of 65mm. The RCC Hume pipe pump house should consist of 12 rods of 6mm dia bound at 50 mm pitch(CC) with two extra turns at both ends. The reinforcement should be placed in the wall giving adequate cover for concrete at both sides throught its length. The cement concrete should have a cement concrete of 360 kg/cum of concrete. The concrete should be compacted at adequate speed such that the resultant concrete is dense and homogeneous. The door frame should be ISA 35x35x5 welded to the reinforcement. The door size should be of 60 mm width and 1800mm height the shutter should be of 18 gauge M.S sheet welded on a frame of ISA 25x25x150mm at top of the shutter for ventilation purpose the opening is to be of a frame ISA a mesh as shown in drawing. The doors should be painted on either side with 2 coats of anticorrosive paints with a primer coat of red oxide paint. The roof is to be made of precast RCC slab of 1600 mm diameter rods and 50 mm thick. The reinforcement should be of 6 mm diameter adequate cover at the top and bottom sides. The concrete should have a cement content of 400kg/ cum of concrete. The stone metal should be of size 12 mm and below and good river sand should be used, finished smooth both sides. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
1
-
16000
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Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
1
-
1939.49
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SUBMERSIBLE CENTRIFUGAL PUMP _____________ : Supplying and erecting at site brand new Submersible centrifugal pumpset with CI Casing and Impeller , C-40 Shaft with Sq. Cage induction Motor suitable for operation on 415v, 3Ph, 50Hz A.C. Supply, Speed 2900 RPM etc. complete confirming to IS Standards with lateset amendments coupled by means of a suitable coupling to centrifugal monobloc pump , break proof , suitable speed , squirrel cage induction motor provided with Class - F insulation confirming to latest IS etc., complete as per the technical specification, drawing and direction of the Engineer-in-charge - Head: 17.00 mts and Discharge : 213.13 LPM, HP=5.00 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
1
-
19376
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PRESSURE GAUGE : Supply and delivery at site of brand new best make pressure guage suitable for Centrifugal pump confirming to latest IS Standarda & amendments. 80 mm Dia
1
-
592
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LEVEL GAUGE : Supply and delivery at site of brand new best make level guage suitable for Centrifugal pump confirming to latest IS Standarda & amendments.
1
-
603
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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
1
-
8552
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Supply and Fixing of Cast Steel Double Flanged Dual plate check valve Class 150 Conforming to API 594 with latest amendments as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking etc., complete with all lead and lift. The rates are inclusive of cost of Bolts and Nuts. 80 mm Dia
1
-
4153
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STARTER : Supply and delivery at site brand new best make starter/ control panel suitable for centrifugal pump confirming with ISI mark and its latest amendments.Upto 7.50 HP centrifugal pump
1
-
8647
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LIGHTING DISTRIBUTION BOARD: Supply, delivery, erection and commissioning at site lighting distribution board suitable for monoblock centrifugal pump confirming with ISI mark and its latest amendments.
1
-
2818
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Supply, delivery, erection and commissioning at site ELCB suitable for monoblock centrifugal pump confirming with ISI mark and its latest amendments.
1
-
3901
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Power Capacitor : Supply and delivery at site of best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pumpsets.
2
-
900
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Erection, Electification and Commissioning Works of Pump sets : Including aligning and balancing with all necessary erection of materials and labour including supply and erection of two pair of supporting clamps, borewell cap, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges, tools & equipments etc., involved in the job.as per sprcifications, with testing of as per instructions of Engineer Incharge of Work.
1
-
5650
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Foot valve : Supply and delivery at site brand new best make Foot valve suitable for centrifugal pump upto 10HP confirming with ISI mark and its latest amendments.
1
-
282
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L.T. Cables : Supplying and fixing LT cable of size 4 x 25 Sqm suitable for centrifugal pump sets with ISI mark and its latest amendments.
50
-
14850
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Labour Charges for Providing Main connection from pole PVC insulated, sheathed steel wire cable as per IS: 1554 /1988 with latest amendments with ISI mark from KPTCL pole to meter board unit with all necessary materails and labour tools and equipments, as per specifications, with testing of as per instructions of Engineer incharge of work. 3 1/2 x 16 sq. mm.
80
-
19600
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In New Trench : Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit.
25
-
3075
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In GI Pipe : Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit.
20
-
1400
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Pot Head: Providing,Supplying and fixing LT cast iron potheads suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. 31/2 x 25 sq. mm.
1
-
745
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Earthing : Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.
1
-
3633
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REPAIRS TO EX-OVER HEAD TANK (OHT)-01 OF 100 KL CAPACITY 9 M STG _____________ Providing 2 coats of snowcem /Water-proof cement paint painting over one coat of primer including scrapping the exposed faces, removing loose plastering, removal of vegetations, fungus, cleaning the surface, replastering wherever required in CM 1:3 to the required shape with necessary scaffolding & curing etc., (Including cost of materials). etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
350.69
-
76937.88
... 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. 80.00 mm dia for in Let etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
1
-
8552
... 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. 100.00 mm dia for out Let etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
1
-
10838
... More
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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
10000
-
7200
... More
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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
1
-
19451
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
1
-
8552
... More
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) etc complete 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
6
-
636.54
... 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 ordinary soil etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
2.11
-
649.82
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
2.11
-
973.64
... 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
0.49
-
2793.01
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
1.07
-
6668.81
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
0.26
-
1682.86
... 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
106.4
-
7705.49
... 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
0.96
-
255.11
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
9.2
-
3392.41
... 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 afterwatering with all lead and lift including cost of all labour complete as perspecifications. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
1.05
-
217.38
... More
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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
337.8
-
91158.71
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
337.8
-
91158.71
... 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 (Depth upto 3m) etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
270
-
36153
... 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 Cement Concrete road surface etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
78.03
-
88890.22
... 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 etc complete 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 etc complete 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
1168
-
115491.84
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
333
-
40472.82
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
134
-
19598.84
... 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. 110mm etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
696
-
143376
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
1501
-
7114.74
... 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 and upto 100 mm etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
134
-
799.98
... 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 100mm and upto 150 mm etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
696
-
5018.16
... 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) etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
675.6
-
71674.4
... 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) ( etc complete 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
4
-
23240
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
3
-
25656
... 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. 100mm dia etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
1
-
10838
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
8
-
21880
... 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
78.71
-
461782.12
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
22.05
-
25118.92
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
5.34
-
2981.11
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
10.69
-
3809.7
... 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) etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
186.24
-
50258.73
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
100
-
9000
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
95
-
11400
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
20
-
3200
... 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 - 110 mm Dia pipe etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
20
-
3800
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
700
-
78645
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
546.25
-
61371.19
... More
Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
235
-
8930
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
940
-
35720
... More
Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
235
-
15275
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
470
-
25850
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
493.5
-
64046.43
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
176.25
-
51012.04
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
235
-
59925
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
235
-
325710
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
235
-
46882.5
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
235
-
117500
... 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) etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
186.24
-
19758.2
... 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
3.57
-
20349.07
... 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, etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
36.31
-
213026.41
... More
HOUSE HOLD TAP CONNECTION TO EXISTING 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
1.35
-
1537.89
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
0.3
-
167.48
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
0.6
-
213.83
... 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) etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
14.4
-
3885.98
... 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
92.5
-
10392.38
... More
Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
25
-
950
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
75
-
2850
... More
Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
25
-
1625
... 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
25
-
1375
... 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) etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
52.5
-
6813.45
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
25
-
6375
... 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
25
-
34650
... 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 - do -15 mm dia nominal bore etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
25
-
4987.5
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
25
-
12500
... 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) etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
14.4
-
1527.7
... 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
0.38
-
2166.01
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
2.33
-
13669.83
... More
HOUSE HOLD TAP CONNECTION FOR RETROFITTING TO EXISTING - HTC ____________ 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
5.2
-
5923.74
... 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 dir
1.13
-
630.83
... 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 dir
2.25
-
801.86
... 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 Ordinary Soil/In Hard Soil etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
41.83
-
11288.24
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
25
-
2250
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
15
-
1800
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
5
-
800
... 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 - 1100 mm Dia pipe etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
8
-
1520
... 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
280
-
31458
... More
Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
53
-
2014
... 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
212
-
8056
... More
Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
53
-
3445
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
106
-
5830
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
111.3
-
14444.51
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
39.75
-
11504.84
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
53
-
13515
... 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
53
-
73458
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
53
-
10573.5
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
53
-
26500
... 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) etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
41.83
-
4437.74
... 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
0.8
-
4560.02
... 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
8.25
-
48401.76
... More
RCC VALVE CHAMBER (1.00MX1.00M) (9 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 lead upto 50 m. including breaking of clods complete as per specifications. In ordinary Soil
18.36
-
5654.33
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
20.43
-
9427.22
... 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
2.07
-
3029.71
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
4.41
-
25137.09
... 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
9.63
-
60019.26
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
2.34
-
15145.7
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
0.99
-
71692.05
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
8.64
-
2295.99
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
82.8
-
30531.67
... 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 etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
9.45
-
1956.43
... More
THRUST BLOCK - 0.60 X 0.60 X 1.0 ( 1 No):__________________ 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 lead upto 50 m. including breaking of clods complete as per specifications.In ordinary Soil, etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
0.36
-
110.87
... 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 lead upto 50 m. including breaking of clods complete as per specifications. In hard Soil, etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
0.36
-
166.12
... 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, etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
0.1
-
570
... 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
0.63
-
3926.49
... 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. etc complete with all lead and lift and loading and unloading as directed by the Engineer incharge of the work.
47.25
-
3421.85
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