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
₹ 1,25,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
RWSSD/2021-22/WS/WORK_INDENT34951Bid Award Id
ViewTender No
RWSSD/2021-22/WS/WORK_INDENT34951Tender 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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Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments50 mm complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
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1190
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Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments 50 mm complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
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1175
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Supply installing testing and commissioning COMMON Control panel consisting of the following INCOMING:1 No Set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1 no with Phase selector switch, Isolating Switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection like single Phase preventor, Under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no outdoor type 6 to 15 HP complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
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14500
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Supply and delivery at site 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 pump sets. complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
4
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1800
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Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
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1025
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Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collers,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
95
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47310
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Labour charges for Erection, Electrification 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, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges, tools and equipments etc., involved in the job. as per specifications, with testing of as per instructions of engineer in-charge of work complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
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5650
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Labour charges for Erection of outdoor type panel board and meter board units with all necessary materials and labour tools and equipments including providing cement concrete foundation bed etc., complete. as per specifications, with testing of as per instructions of engineer in-charge of work complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
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1198
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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 materials and labour tools and equipments, as per specifications, with testing of as per instructions of engineer in-charge of work 1x3x10 Sqm complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
25
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4500
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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. complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
25
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3075
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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. complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
20
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1400
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Providing, Supplying and fixing LT cast iron pot heads suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps, bolts, nuts and washers etc. with all necessary materials and labour tools and equipments . as per specifications,with testing of as per instructions of engineer incharge of work 1x3x10 Sqm complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
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583
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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. complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
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3633
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Proposed Rising Main -------Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 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) In Ordinary soil complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
131.57
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35505.48
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Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 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) In Hard soil complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
131.57
-
35505.48
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Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 1.50 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed (Manual Means) In Ordinary rock without blasting complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
29.24
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17829.38
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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 Ordinary soil/Hard soil complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
149.58
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20028.76
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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 Ordinary rock without blast complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
149.58
-
26807.73
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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 Asphalt road surface complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
3.3
-
1842.26
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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 complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
13.2
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4704.22
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Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing) Upto 110mm dia,Coils shall be used PE80 (PN 6.0 / 6 Kg/cm2) 90mm Dia complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
505
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116655
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Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing) Upto 110mm dia,Coils shall be used PE80 (PN 6.0 / 6 Kg/cm2) 110 mm Dia complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
375
-
124125
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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. For scour /Sluice valve 80mm Dia complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
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8552
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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. For scour /Sluice valve 100mm Dia complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
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10838
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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. 80mm - Class 300 complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
2
-
9088
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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. 80 mm dia complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
2
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50324
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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 complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
3
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8205
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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) 150mm - Class-B (MEDIUM) complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
25
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22725
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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) complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
308.88
-
32769.08
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications, Rubble stone masonry in cement mortar. complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
0.27
-
97.34
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications, Rubble stone masonry in cement mortar. existing cross drain slab complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
0.14
-
80.18
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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. complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
0.27
-
1584.06
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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 complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
0.14
-
872.55
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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. complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
16.5
-
96803.52
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DETAILED ESTIMATE FOR PROPOSED OVER HEAD TANK(OHT) OF 50 KL CAPACITY 9.00 M STAGING----Earth work in excavation of foundation of structures upto 3 m depth by Mechanical means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead, including cost of labour, materials and HOM of machineries, etc.,Ordinary/Hard soil complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
93.14
-
4988.58
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Earth work in excavation of foundation of structures upto 3 m depth by Mechanical means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead, including cost of labour, materials and HOM of machineries, etc.,Ordinary Rock (without blasting) complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
18.63
-
1285.66
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Providing and laying in position plain cement concrete of grade M 15 with OPC cement @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum 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 complete as per complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
5.42
-
31457.95
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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) complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
14.19
-
110348.53
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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) 9mtr Staging complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
7.55
-
101942.14
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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) 9 mtr Staging complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
17.54
-
327269.21
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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) 9mtr Stagingcomplete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
4.04
-
55785.05
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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. complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
5.2
-
376564.29
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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 complete. complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
15
-
28134.45
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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. complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
4
-
12767.88
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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 lifts 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.) complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
-
1872.54
... More
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. 80.00 mm dia for in Let complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
3
-
7941
... More
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. 100.00 mm dia for in Let complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
-
3172
... More
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 100.00 mm dia for in Let complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
54
-
129546
... More
Providing CI bank flange confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. 80 mm dia CI blank flange complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
-
200
... More
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. complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
-
320
... More
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. 80.00 mm dia for in Let complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
3
-
1050
... More
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. 100.00 mm dia for in Let complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
-
420
... 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 complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
2
-
17104
... 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 complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
-
10838
... More
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 2.50 M height. complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
-
3622.51
... More
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.complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
227.64
-
49941.94
... More
Painting two coats on new concrete surface :Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Specificationcomplete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
6
-
506.76
... 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. (“i) Hindi (Matras commas and the like not to be measured and paid for half letter shall be counted as half) “ MORTH Specification complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
2000
-
2060
... More
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 complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
-
12091.17
... More
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. complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
37.39
-
26149.44
... 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) complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
72.63
-
7705.32
... More
Disribution Pipe Network : _________ Earthwork excavation for pipeline trenches including depositing on bank with all leadand 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 lifts and loading and unloading as directed by the Engineer incharge of the work.
426.41
-
115071
... More
Earthwork excavation for pipeline trenches including depositing on bank with all leadand 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 lifts and loading and unloading as directed by the Engineer incharge of the work.
426.41
-
115071
... More
Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 1.50 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed (Manual Means) In Ordinary rock without blasting complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
94.76
-
57780.86
... 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) Ordinary / Hard Soil - (Depth upto 3m) etc complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
756.34
-
101273.93
... 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) Ordinary rock without blast - (Depth upto 3m) etc complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
84.04
-
15061.65
... 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 lifts and loading and unloading as directed by the Engineer incharge of the work.
73.18
-
83365.19
... 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 Asphalt road surface, etc complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1.25
-
697.82
... 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 surfacecutting in Macadam road surface, etc complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
5
-
1781.9
... More
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing) Upto 110mm dia,Coils shall be used PE80 (PN 6.0 / 6 Kg/cm2) 63 mm Dia complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
5016
-
652080
... More
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing) Upto 110mm dia,Coils shall be used PE80 (PN 6.0 / 6 Kg/cm2) 75 mm Dia complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
273
-
44226
... More
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing) Upto 110mm dia,Coils shall be used PE80 (PN 6.0 / 6 Kg/cm2) 90 mm Dia complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
208
-
43680
... More
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing) Upto 110mm dia,Coils shall be used PE80 (PN 6.0 / 6 Kg/cm2) 110 mm Dia complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
36
-
10368
... 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. For scour /Sluice valve PN-10. 50 mm dia . etc complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
11
-
63910
... 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. For scour /Sluice valve PN-10. 80 mm dia . etc complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
2
-
17104
... 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. For scour /Sluice valve PN-10. 100 mm dia . etc complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
-
10838
... More
Bulk Flow meter---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..100 mm dia complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1
-
25531
... 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 lifts and loading and unloading as directed by the Engineer incharge of the work.
13
-
35555
... 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) 80mm dia complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
50
-
29500
... 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) 100 mm dia complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
28
-
23464
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. 1000/2300. 300 MM . etc complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
20
-
32235
... 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 lifts and loading and unloading as directed by the Engineer incharge of the work.
952.58
-
101059.21
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications, Rubble stone masonry in cement mortar. etc complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
0.27
-
97.34
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and complete as per specifications, Lime /Cement Concrete, By Manual Means, Cement Concrete Grade M-15 & M-20MORTH Specification No. 202 . etc complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
0.14
-
80.18
... 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 lifts and loading and unloading as directed by the Engineer incharge of the work.
0.27
-
1584.06
... 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 lifts and loading and unloading as directed by the Engineer incharge of the work.
0.14
-
872.55
... More
Restoration of Roads.:---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 lifts and loading and unloading as directed by the Engineer incharge of the work.
79.42
-
465947.61
... More
Functional Household Tap Connection (F.H.T.C) ------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 surfacecomplete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
10.13
-
11539.89
... 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 in Aspalt road surface complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
0.14
-
78.16
... 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 complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
0.54
-
192.45
... More
Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 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) In Ordinary soil complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
122.68
-
33106.42
... More
Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 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)In Hard soil complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
81.79
-
22071.85
... More
Approved make Electro fusion saddle comply with BS EN 12201 - 3:2011, PN – 12.5 rating and food grade raw material as per BS 6920 for effect on water Quality intended for human consumption. Material of construction: PE 80 or PE 100 and colour of fitting – Blue/Black for water applications, EF tapping saddle is V- Regulated type.Designed to fuse at a fusion voltage of 40 volt AC. EF tapping saddle shall have moulded SS/Brass metal female threaded outlet.EF tapping Saddle is fused by using a top loading pillar type pressure exerting 1500N (150 kilograms approx.) top load on EF Saddle. Fusion time is 170 secs and cooling time is 10mins, Exerted pressure should be removed after completing the 10 mins cooling time. 63x20,75x20,90x20,110x20,140x20. Service saddle at main line 63 x 20mm, 75 x 20mm, 90 x 20mm, 110 x 20mm complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
299
-
123487
... 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. 20mm nominal OD pipes complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
1196
-
134370.6
... More
PP Make Female Threaded Elbow with SS304/ Brass/Plastic inserts suitable for a Pressure Rating PN16 (FTE 90 deg ) 20x15mm ( �inch)(market rate) 20x 20 mm dia elbow complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
2093
-
209927.9
... 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.15 mm dia GI union complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
598
-
32890
... 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. 15mm Brass bib cock complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
299
-
59650.5
... 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 Crossing drain 32 mm dia complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
224.25
-
63014.25
... 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 Crossing drain 15 mm dia complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
747.5
-
94185
... More
Flow control Valve 5 LPM : 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 5 Ltr/Min. Discharges at 0.5 bar pressure loss and should not exceed the flow the range of 7 Lit /Min at 1 bar or more pressure. MOC of valve - Food grade stainless steel SS-316. MOC of Ball stainless steel-316. Flow direction arrow embossed on its outside surface. The Valve should act as flow control valve and non- return valve. complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
299
-
98789.6
... More
Mechanical water meters of 15 mm sizes shall be magnetically coupled, MultiJet, Class-B, inferetial type, dry dial, IP 68 peotection, totalizers enclosed in metallic housing suitable against antifraud atempts, scrwwed ends. Thw body of the meter shall be of either Brass or Brinze: The lower case of hte meter shall be painted with thermal painting externally: Water meter shall coform to ISO 4064/ IS779 standard with MID approval and marking. MID product certificate and FCRI Life cycle test certificate: Wter meters shall be provided with strainers; The maximum permissible error in the metering accuracy, when determining as per IS 6784: 1984 foe multi jet meter shall be +/- 2%; the acceptable flow parameters required to measure low fows accurately as per ISO 4064:2005, and including conveying and fixing of necessary G.I specials etc. complete, with all lead and lift. complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
299
-
492154
... More
HDPE water meter box ---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 complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
299
-
149500
... 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 lifts and loading and unloading as directed by the Engineer incharge of the work.
205.01
-
21749.51
... More
Providing and Filling in foundation with granite / trap broken metal 100mm. And down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications Compacting with vibro roller) etc complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
16.15
-
35647.73
... 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. complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
26.96
-
158171.08
... More
Supplying and fixing R.C.C demarcation stones of 30cms x 15 cms, and 90 cms. Deep using 1:2:4 C.C and 6 mm dia rods for verticals and stirrups and rendered smooth, including engraving letters "KWB and Arrow" 6mm deep on the top including fixing demarcation stones 45cms below ground level and in CC 1:3:6, 15cms. height, with 8cms offset around the stone and curing for 10 days including earthwork excavation in all types of soils with all lead and lift (complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
299
-
131560
... More
Painting two coats on new concrete surface :Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Specification complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
161.46
-
13885.56
... 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. (“i) Hindi (Matras commas and the like not to be measured and paid for half letter shall be counted as half) “ MORTH Specificationcomplete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
22425
-
23097.75
... More
TYPICAL ESTIMATE FOR RCC THRUST BLOCK 1.0x1.0x1.0 (2)----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.a) In ordinary soil complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
0.44
-
135.51
... 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. complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
0.28
-
1596.01
... More
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. Deduction for Pipe Volume of 75 mm(Dia) complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
2.26
-
13717.73
... 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 complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
3.88
-
1430.71
... 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. TMT bars Fe 500 complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
180.42
-
13066.02
... More
Sub Estimate for RCC VALVE CHAMBER 1.00x1.00 (5)---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. a) In ordinary soil complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
30.59
-
9420.8
... 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. complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
2.24
-
12768.04
... 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.complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
9.45
-
58897.41
... 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.complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
20.37
-
5413.12
... 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 complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
67.62
-
24934.2
... 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. TMT bars Fe 500 complete with all lead and lifts and loading and unloading as directed by the Engineer incharge of the work.
708.75
-
51327.68
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