Karnataka State Road Transport Corporation Tender

Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.

Karnataka State Road Transport Corporation - KSRTC Tender

Real Estate Service
Opening Date1 Jan 2021
Closing Date29 Jan 2021
Tender Amount₹ 34,345 
This is an estimated amount, exact amount may vary.
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Summary

Invitation For Selection Of License To Proposed Vacant Genaral Stall - 01 At Channarayapatna Bustand Hassan Division. (this Stall Will Be Vacate On 31.05.2021)

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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 Hard Soil and Ordinary Soil strata. with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.In Concrete road reaches

33.6

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8803.2

... 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) Note: Add Rs. 203.00 / cum for earth obtained from borrow pits. with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

462.26

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47612.78

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Providing murrum or gravel bedding for the pipeline including watering and consolidation by punners etc. complete with all lead and lift. (in black cotton soil and rock reaches).with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

13.59

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3397.5

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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 comm diaissioning. 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. with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.PE100 (PN 6.0 / 6 Kg/cm2) 63 mm dia(Item No.10.20.2a)

4532

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589160

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Providing 80 mm dia Sluice valve/ scour valve confirming to IS 1538 (PartI to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work. Sluice Valves 80 mm dia

8

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23200

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Providing 80 mm dia Sluice valve/ scour valve confirming to IS 1538 (PartI to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work. Scour Valves 80 mm dia

1

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2900

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Providing 80 mm dia Air valve confirming to IS 1538 (PartI to XXII) 1978 with latest amendments if any with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work. 80mm dia

1

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2700

... More
Supply and fixing of fixed height surface (RoadBox) box H-405 7MD-KU With PP40% GFLid, HousingofPA+, LockingClip of PP with Notched Bolt M 12X130 Hexagon head A2-70 for service connection Valves, Designed Derived from DIN4057, Should be Supplied with support tileI (FSL,FSS,SI) Should be able to Receive class AA Traffic, Schedule Of Rates KUWS, Board SR 2018-19 ( Page No.23 Item No.II.20 ) with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.for Sluice Valves & Scour Valves

9

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24615

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.By Manual Means (Water Bound Macadam with Crushable Screenings )with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

8.4

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15708

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Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum,Coarse and fine aggregate conforming to IS:383-2016, with Superplastizer at 3 Its conforming to IS 9103-2008. mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). & Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints,including groove cutting charges, joint filler, separation membrane of impermiable plastic sheet of 125 micron, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries,all lead & lift charges etc., complete as per specifications. with OPC at 360 kg/cum and coarse aggregate 0.69cum, fine aggregate 0.46cum.with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

12.6

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61752.6

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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 and complete as per specifications, Lime /Cement Concrete, By Manual Means, Cement Concrete Grade M15 & M20MORTH Specification No. 202 with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

0.57

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316.92

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Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm dia and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS91031999Reaffirmed2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated forall works in ground floor level for roof slabs, staircase, lintels, and beams,retaining walls, return walls, walls ( any thickness ) including attached pilasters, columns, pillars,posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks,plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing,complete but excluding cost of reinforcement as per specifications.with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

0.57

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3405.18

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Flow control Valve 10 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 10Ltr/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. Minimum operating pressure- 0.1 kgf( 10 cm head). Designed pressure: 1 meter to 50 meters. Accuracy of valves: + 20% of average flow 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 checking to be done from FCRI is attached herewith. The FCV should be fitted on Saddle, which is fixed on distribution pipeline.with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

211

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69714.4

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For New FHTC in soil road reaches:- 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)with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work. For In Road Lateral Connection-Type 1 In Ordinary Soil & In Hard Soil

4.44

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1163.28

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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)with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work. For In Road Lateral Connection-Type 2 In Ordinary Soil & In Hard Soil

30.54

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8001.48

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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)with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work. For In House Connection In Ordinary Soil & In Hard Soil

7.83

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2051.46

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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) Note: Add Rs. 203.00 / cum for earth obtained from borrow pits with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work..

42.8

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4408.4

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:Supply and installation of water connections to individual houses up to water meter point and (excluding civil works like Earthwork excavation for the pipeline trenches and restoration work) for laying of MDPE / GI pipes of 15 / 20 mm diameters for the house connection .Including supply and laying of MDPE and GI pipes with special such as Electro fusion tapping ferrule or suitable dia saddles (All size like 90/75/63 mm Dia) of required pressure rating or higher grade of approved make conforming standard specifications with brass cutter, flow regulator, water tight cap-cutting edges for making hole/tapping suitable to HDPE distribution mains by electro fusion welding. Tapping ferrules (Mechanical type clamp saddle) Including cost of Water Meter MDPE and GI pipes, with all specials such as MDPE Bend Adopter sadle and GI tee, GI elbow, GI coupler, stopper and brass or SS tap Etc complete including neat and water tight fitting and As directed by engineer in chargewith all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

58

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289130

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Supply and fixing of HDPE water meter box to protect the water meter of class 'B: multijet type of size 15 to 32mm dia including HDPE box with base dia 300mm diaxlid dia 200mm diaxheight 250mm dia with openable lid and the cover is buried below GL with lid flush with GL including earthwork excavation for 600mm diax600mm dia and base sand filling for 100mm dia thick over which the cover is placed and enclosed by PCC 1:2:4 using 12 to 20mm dia BG jelly for an height of 150mm dia and refilling with excavated earth for balance 100mm dia height,disposal of excess earth with all lead and lifts etc complete as per drawing enclosedwith all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

58

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29000

... More
Removing & Refixing Stone Slab of Drain and Pointing CM 1:3with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

14.5

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1522.5

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Wall Bores in Size Stone Masonry upto 45cm Thick with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

23.2

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7029.6

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For New FHTC Asphalt Road Reaches :- 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 (Item No: 2.26.2) with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.For In Road Lateral Connection-Type 1

1.61

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872.62

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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 (Item No: 2.26.2)with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work. For In Road Lateral Connection-Type 2

11.06

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5994.52

... 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 & In Hard Soil with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.For In Road Lateral Connection-Type 1

4.82

-

1262.84

... 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 & In Hard Soil with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work. For In Road Lateral Connection-Type 2

33.17

-

8690.54

... 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 & In Hard Soil with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.For In House Connection

11.34

-

2971.08

... 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) Note: Add Rs. 203.00 / cum for earth obtained from borrow pits.with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

49.33

-

5080.99

... More
Supply and installation of water connections to individual houses up to water meter point and (excluding civil works like Earthwork excavation for the pipeline trenches and restoration work) for laying of MDPE / GI pipes of 15 / 20 mm diameters for the house connection .Including supply and laying of MDPE and GI pipes with special such as Electro fusion tapping ferrule or suitable dia saddles (All size like 90/75/63 mm Dia) of required pressure rating or higher grade of approved make conforming standard specifications with brass cutter, flow regulator, water tight cap-cutting edges for making hole/tapping suitable to HDPE distribution mains by electro fusion welding. Tapping ferrules (Mechanical type clamp saddle) Including cost of Water Meter MDPE and GI pipes, with all specials such as MDPE Bend Adopter sadle and GI tee, GI elbow, GI coupler, stopper and brass or SS tap Etc complete including neat and water tight fitting and As directed by engineer in charge with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

84

-

418740

... More
Supply and fixing of HDPE water meter box to protect the water meter of class 'B: multijet type of size 15 to 32mm dia including HDPE box with base dia 300mm diaxlid dia 200mm diaxheight 250mm dia with openable lid and the cover is buried below GL with lid flush with GL including earthwork excavation for 600mm diax600mm dia and base sand filling for 100mm dia thick over which the cover is placed and enclosed by PCC 1:2:4 using 12 to 20mm dia BG jelly for an height of 150mm dia and refilling with excavated earth for balance 100mm dia height,disposal of excess earth with all lead and lifts etc complete as per drawing enclosed with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

84

-

42000

... More
Removing & Refixing Stone Slab of Drain and Pointing CM 1:3 with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

21

-

2205

... More
Wall Bores in Size Stone Masonry upto 45cm Thickwith all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

33.6

-

10180.8

... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.By Manual Means (Water Bound Macadam with Crushable Screenings ) with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.For In Road Lateral Connection-Type 1

0.8

-

1496

... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.By Manual Means (Water Bound Macadam with Crushable Screenings ) with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.For In Road Lateral Connection-Type 2

5.53

-

10341.1

... More
Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum,Coarse and fine aggregate conforming to IS:383-2016, with Superplastizer at 3 Its conforming to IS 9103-2008. mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). & Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints,including groove cutting charges, joint filler, separation membrane of impermiable plastic sheet of 125 micron, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries,all lead & lift charges etc., complete as per specifications. with OPC at 360 kg/cum and coarse aggregate 0.69cum, fine aggregate 0.46cum.with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work. For In Road Lateral Connection-Type 1

1.61

-

7890.61

... More
Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum,Coarse and fine aggregate conforming to IS:383-2016, with Superplastizer at 3 Its conforming to IS 9103-2008. mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). & Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints,including groove cutting charges, joint filler, separation membrane of impermiable plastic sheet of 125 micron, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries,all lead & lift charges etc., complete as per specifications. with OPC at 360 kg/cum and coarse aggregate 0.69cum, fine aggregate 0.46cum. with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.For In Road Lateral Connection-Type 2

11.06

-

54205.06

... More
For New FHTC In Concrete Road reaches :-Cutting of cement concrete road surface for pipeline trenches with steel or without steel upto 300 mm width and 200 mmdepth with neat finishing vertically as well as horizontally by using concrete cutting machine it includes minimum two longitude groove and sufficient number of lateral groove for avoiding of other portion of cement concrete road and disposing of the excavated stuff as directed including cost of cutting machinery along with generator and fuel for running machine and all type of labour, including cutting blade, watering for smooth cutting barricading, danger lighting etc. as per standard specification with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.For In Road Lateral Connection-Type 1

17

-

2805

... 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)with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work. For In Road Lateral Connection-Type 1

0.51

-

133.62

... 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) with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.For In House Connection

2.7

-

707.4

... 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) Note: Add Rs. 203.00 / cum for earth obtained from borrow pits with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work..

3.21

-

330.63

... More
Supply and installation of water connections to individual houses up to water meter point and (excluding civil works like Earthwork excavation for the pipeline trenches and restoration work) for laying of MDPE / GI pipes of 15 / 20 mm diameters for the house connection .Including supply and laying of MDPE and GI pipes with special such as Electro fusion tapping ferrule or suitable dia saddles (All size like 90/75/63 mm Dia) of required pressure rating or higher grade of approved make conforming standard specifications with brass cutter, flow regulator, water tight cap-cutting edges for making hole/tapping suitable to HDPE distribution mains by electro fusion welding. Tapping ferrules (Mechanical type clamp saddle) Including cost of Water Meter MDPE and GI pipes, with all specials such as MDPE Bend Adopter sadle and GI tee, GI elbow, GI coupler, stopper and brass or SS tap Etc complete including neat and water tight fitting and As directed by engineer in charge with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

20

-

99700

... More
Supply and fixing of HDPE water meter box to protect the water meter of class 'B: multijet type of size 15 to 32mm dia including HDPE box with base dia 300mm diaxlid dia 200mm diaxheight 250mm dia with openable lid and the cover is buried below GL with lid flush with GL including earthwork excavation for 600mm diax600mm dia and base sand filling for 100mm dia thick over which the cover is placed and enclosed by PCC 1:2:4 using 12 to 20mm dia BG jelly for an height of 150mm dia and refilling with excavated earth for balance 100mm dia height,disposal of excess earth with all lead and lifts etc complete as per drawing enclosed with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

20

-

10000

... More
Removing & Refixing Stone Slab of Drain and Pointing CM 1:3 with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

5

-

525

... More
Wall Bores in Size Stone Masonry upto 45cm Thick with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

8

-

2424

... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.By Manual Means (Water Bound Macadam with Crushable Screenings ) with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.For In Road Lateral Connection-Type 1

0.17

-

317.9

... More
Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum,Coarse and fine aggregate conforming to IS:383-2016, with Superplastizer at 3 Its conforming to IS 9103-2008. mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). & Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints,including groove cutting charges, joint filler, separation membrane of impermiable plastic sheet of 125 micron, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries,all lead & lift charges etc., complete as per specifications. with OPC at 360 kg/cum and coarse aggregate 0.69cum, fine aggregate 0.46cum.with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work. For In Road Lateral Connection-Type 1

0.26

-

1274.26

... More
Existing HTC: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)with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work. For In House Connection In Ordinary Soil & In Hard Soil

4.5

-

1179

... 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) Note: Add Rs. 203.00 / cum for earth obtained from borrow pitswith all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work..

4.5

-

463.5

... 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)with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work. :ClassC (HEAVY) 20mm dia

75

-

12375

... More
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239II, 1991 with latest amendments if any. 20 mm Dia with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

100

-

6500

... More
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI union confirming to IS 1239II, 1991 with latest amendments if any. 20 mm Dia with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

50

-

4250

... More
KSRB136.12 : Providing and fixing in position brass bib cock of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.2 / 13.3 with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

50

-

8650

... More
KSRB135 : 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 of equipments and testing complete as per specifications. Specification No.KBS 13.2.19 / 13.16 with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

50

-

66000

... More
Supply and fixing of HDPE water meter box to protect the water meter of class 'B: multijet type of size 15 to 32mm dia including HDPE box with base dia 300mm diaxlid dia 200mm diaxheight 250mm dia with openable lid and the cover is buried below GL with lid flush with GL including earthwork excavation for 600mm diax600mm dia and base sand filling for 100mm dia thick over which the cover is placed and enclosed by PCC 1:2:4 using 12 to 20mm dia BG jelly for an height of 150mm dia and refilling with excavated earth for balance 100mm dia height,disposal of excess earth with all lead and lifts etc complete as per drawing enclosed with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

50

-

25000

... More
Valve Chamber:Excavation by manual means for foundation of buildings, water supply & sanitary lines and electrical conduits etc., either in pits or in trenches 1.50m and above in width, in soft rock without blasting/ordinary rock not exceeding 1.50mtrs in depth including dressing the bottom and sides of pit and trenches stacking the excavated stuff clear from edges of excavation with lead upto 50mt including cost of explosives, labour, HOM complete as per specifications with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work..

2.35

-

3339.35

... More
Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs, with 20mm dia and down size graded granite metal coarse aggregates @0.84cum and fine aggregtes @ 0.56cum, 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 with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work..

0.2

-

1081.6

... More
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm dia and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS91031999Reaffirmed2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated forall works in ground floor level for roof slabs, staircase, lintels, and beams,retaining walls, return walls, walls ( any thickness ) including attached pilasters, columns, pillars,posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks,plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing,complete but excluding cost of reinforcement as per specifications with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.. Bottom Slab Concrete

0.59

-

3524.66

... More
Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm dia and M.S. shutters of 31.5mm dia or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.)with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work.

1

-

1818

... More
Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications with all lead and lifts, loading and unloading charges and all other incidental charges etc., for sucessful completion of work as per specifications and as per the directions of the Engineer incharge of the work..

0.04

-

2726.56



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