Andhra Pradesh Township And Infrastructure Development Corporation Tender

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Andhra Pradesh Township And Infrastructure Development Corporation - APTIDCO Tender

Prakasam, Andhra Pradesh

Opening Date17 Dec 2021

Closing Date6 Jan 2022

Tender Amount₹ 35,69,54,992

Notes

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Costs

EMD
₹ 35,69,600
Document Cost
Refer Documents
Tender Fee
₹ 30,000

Description

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Construction Of Physical Infrastructure Such As Internal Roads, Storm Water Drains Water Supply Sewerage Network Court Yard Filling Trunk Mains Etc In The Approved Layouts At Tidco Colonies At Chilakaluripeta-ii Macherla Sattenapalli And Tenali Ii Ulbs In Guntur District Addanki(singarakonda) Kanigiri (chakirala) And Giddalur(modempalli) Ulbs In Prakasam District Andhra Pradesh Under Ahp Pmay Hfa (u) With 2 Years Defect Liability Period Under Lump Sum Contract (percentage Tender) Cum Reverse Tendering

Contact

Tender Id
463334
Bid Award Id
View
Tender No
02/Dy CTO/GUNTUR/APTIDCO/Infra/2021-22
Tender Authority
Andhra Pradesh Township And Infrastructure Development Corporation View
Purchaser Address
-
Website
http://https://www.aptidco.com/

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Construction of Physical Infrastructure;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities

Quantity1260.89

Rate-

Amount 146036.28

Construction of Physical Infrastructure;Filling with Sand for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.

Quantity283.62

Rate-

Amount 440824.89

Construction of Physical Infrastructure;Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities

Quantity15.75

Rate-

Amount 1824.17

Quantity4.5

Rate-

Amount 6994.26

Construction of Physical Infrastructure;Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities

Quantity1035.08

Rate-

Amount 119882.97

Construction of Physical Infrastructure;Filling with SAND intrenches sides of Foundations and Basements with initial lead in layeing not excuding 15cms thick consolidating each deposited layer by watering and ramming includings cost and conveyanced water to wrok site and all operational, incidental, labour charges, hire charges & T& P etc., complete for finished item of work. as directed by the Departmental Authorities.

Quantity121.69

Rate-

Amount 189140.33

Construction of Physical Infrastructure;Filling with Local available Earth with initial lead in layers not exceeding 15 Cm. thick & consolidating each deposited layer by watering including cost and conveyance all materials and water to work site & all operational charges, incidental charges and all labour charges, hire charges, complete for finished item of work and as directed by the departmental authorities.

Quantity3411.05

Rate-

Amount 757730.65

Construction of Physical Infrastructure;Site Lveling: Filling with Stone Crusher Dust for filling Plot Area and to fill the ditch portions wherever necessary in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental and all labour charges etc., complete for finished item of work for irrespective of thickness as directed by the departmental authorities.

Quantity552.09

Rate-

Amount 373455.76

Construction of Physical Infrastructure;Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities

Quantity3360

Rate-

Amount 389155.2

Quantity315

Rate-

Amount 489598.2

Quantity764.52

Rate-

Amount 88546.71

Construction of Physical Infrastructure;Forming embankment with 70% of Gravel and 30% of Sand by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m as directed by the Departmental Authorities

Quantity764.52

Rate-

Amount 479491.65

Construction of Physical Infrastructure;Forming embankment with 70% of Gravel and 30% of Sand by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m as directed by the Departmental Authorities for Side Berms

Quantity1800.73

Rate-

Amount 1044765.54

Quantity1459.37

Rate-

Amount 169024.23

Quantity328.27

Rate-

Amount 297429.03

Quantity31.5

Rate-

Amount 3648.33

Quantity13.5

Rate-

Amount 12231.68

Quantity70.65

Rate-

Amount 8182.68

Quantity5.65

Rate-

Amount 5119.18

Quantity6.4

Rate-

Amount 741.25

Quantity7.75

Rate-

Amount 7021.89

Quantity1870.17

Rate-

Amount 216603.09

Construction of Physical Infrastructure;Filling with Sand with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities for pipeline bed.

Quantity217.88

Rate-

Amount 197410.17

Quantity1523.7

Rate-

Amount 176474.93

Quantity191.19

Rate-

Amount 173227.7

Quantity1623.71

Rate-

Amount 1598428.84

Construction of Physical Infrastructure;Filling with Local available Earth with initial lead in layers not exceeding 15 Cm. thicks & consolidating each deposited layer by watering including cost and conveyance all materials and water to work site & all operational charges, incidental charges and all labour charges, hire charges, complete for finished item of work and as directed by the departmental authorities.

Quantity21279.93

Rate-

Amount 4727123.65

Quantity2400

Rate-

Amount 277968

Quantity300

Rate-

Amount 271815

Quantity940.54

Rate-

Amount 108933.34

Construction of Physical Infrastructure;Formation of embankment with 70% of Gravel and 30% of Sand by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m as directed by the Departmental Authorities

Quantity940.54

Rate-

Amount 897989.97

Construction of Physical Infrastructure;Formation of embankment with 70% of Gravel and 30% of Sand by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m as directed by the Departmental Authorities for Side Berms

Quantity2279.56

Rate-

Amount 2069338.98

Quantity1851.66

Rate-

Amount 214459.26

Quantity416.51

Rate-

Amount 866848.94

Quantity28.35

Rate-

Amount 3283.5

Quantity12.15

Rate-

Amount 25286.82

Quantity1833.35

Rate-

Amount 212338.6

Quantity223.47

Rate-

Amount 465090.23

Quantity70.65

Rate-

Amount 8182.68

Construction of Physical Infrastructure;Filling with Sand for Basements and sides of Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., complete for finished item of work

Quantity4.24

Rate-

Amount 8824.37

Quantity6.4

Rate-

Amount 741.25

Construction of Physical Infrastructure;Filling with SAND intrenches sides of Foundations and Basements with initial lead in layeing not excuding 15cms thick consolidating each deposited layer by watering and ramming includings cost and conveyanced water to wrok site and all operational, inD.Idental, labour charges, hire charges & T& P etc., complete for finished item of work and as directed by the Departmental Authorities.

Quantity7.45

Rate-

Amount 15505.09

Quantity2366.1

Rate-

Amount 525605.45

Quantity552.09

Rate-

Amount 912969.15

Quantity1000

Rate-

Amount 115820

Quantity2487.5

Rate-

Amount 2374965.5

Quantity2250

Rate-

Amount 260595

Quantity225

Rate-

Amount 468274.5

Quantity141.6

Rate-

Amount 16400.11

Quantity141.6

Rate-

Amount 103132.94

Construction of Physical Infrastructure;Forming embankment with 70% of Gravel and 30% of Sand by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m as directed by the Departmental Authorities for Side Berms

Quantity465.66

Rate-

Amount 317277.44

Quantity233.28

Rate-

Amount 27018.49

Quantity69.98

Rate-

Amount 74591.68

Quantity6.3

Rate-

Amount 729.67

Quantity2.7

Rate-

Amount 2877.93

Quantity135.48

Rate-

Amount 15691.29

Quantity10.16

Rate-

Amount 10829.54

Quantity70.65

Rate-

Amount 8182.68

Quantity4.24

Rate-

Amount 4519.42

Quantity6.4

Rate-

Amount 741.25

Construction of Physical Infrastructure;Filling with SAND intrenches sides of Foundations and Basements with initial lead in layeing not excuding 15cms thick consolidating each deposited layer by watering and ramming includings cost and conveyanced water to wrok site and all operational, inD.Idental, labour charges, hire charges & T& P etc., complete for finished item of work and as directed by the Departmental Authorities.

Quantity7.45

Rate-

Amount 7940.96

Quantity579.82

Rate-

Amount 128801.21

Quantity90.38

Rate-

Amount 70574.13

Quantity380.95

Rate-

Amount 44121.63

Construction of Physical Infrastructure;Filling with SAND intrenches sides of Foundations and Basements with initial lead in layeing not excuding 15cms thick consolidating each deposited layer by watering and ramming includings cost and conveyanced water to wrok site and all operational, inD.Idental, labour charges, hire charges & T& P etc., complete for finished item of work and as directed by the Departmental Authorities.

Quantity12.57

Rate-

Amount 13398.36

Quantity487.5

Rate-

Amount 56462.25

Quantity48.75

Rate-

Amount 51962.63

Construction of Physical Infrastructure;Addanki-CC Roads-Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmentalal Authorities

Quantity535.33

Rate-

Amount 62001.92

Quantity571.18

Rate-

Amount 309168.31

Construction of Physical Infrastructure;Forming embankment with 70% of Gravel and 30% of Sand by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m as directed by the Departmental Authorities for Side Berms

Quantity1247.72

Rate-

Amount 616748

Construction of Physical Infrastructure;Addanki-Storm Water Drains - Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities

Quantity1000.05

Rate-

Amount 115825.79

Quantity224.95

Rate-

Amount 179422.37

Construction of Physical Infrastructure;Addanki - Culverts - Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities

Quantity28.35

Rate-

Amount 3283.5

Quantity12.15

Rate-

Amount 9690.96

Construction of Physical Infrastructure;Addanki - GLSR - Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities

Quantity77

Rate-

Amount 8918.14

Quantity6

Rate-

Amount 4785.66

Construction of Physical Infrastructure;Addanki - Pump Room - Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities

Quantity14.4

Rate-

Amount 1667.81

Construction of Physical Infrastructure;Filling with SAND for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.

Quantity8.2

Rate-

Amount 6540.4

Quantity516.63

Rate-

Amount 59836.09

Quantity83.55

Rate-

Amount 66640.32

Quantity973

Rate-

Amount 112692.86

Construction of Physical Infrastructure;Filling with SAND intrenches sides of Foundations and Basements with initial lead in layeing not excuding 15cms thick consolidating each deposited layer by watering and ramming includings cost and conveyanced water to wrok site and all operational, inD.Idental, labour charges, hire charges & T& P etc., complete for finished item of work and as directed by the Departmental Authorities.

Quantity123

Rate-

Amount 98106.03

Construction of Physical Infrastructure;Addanki - Court Yard Filling - Filling with Stone Crusher Dust for site levelling with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental and all labour charges etc., complete for finished item of work.

Quantity892

Rate-

Amount 576767.2

Construction of Physical Infrastructure;Filling with Local available Earth with initial lead in layers irrespective of thickness & consolidating each deposited layer by watering including cost and conveyance all materials and water to work site & all operational charges, incidental charges and all labour charges, hire charges, complete for finished item of work and as directed by the departmental authorities.

Quantity15226

Rate-

Amount 3382303.64

Construction of Physical Infrastructure;Addanki - Retaining Wall - Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities

Quantity415.25

Rate-

Amount 48094.26

Construction of Physical Infrastructure;Addanki - Approach Road - Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmentalal Authorities

Quantity345.82

Rate-

Amount 40052.87

Quantity342.4

Rate-

Amount 185334.27

Construction of Physical Infrastructure;Formation of Embankment with 70% Gravel and 30% Sand and Spreading in uniform layers sectioning and consolidation with vibratory Road Roller @ OMC to meet requirement of table 300-2 of MORT&H, including all hire and operational charges of T&P and seigniorage charges etc., complete for finished item of work as MORT&H specification 395 (4th revision) (Payment will be made based on level for finished item of work.)

Quantity1206.06

Rate-

Amount 596155.46

Construction of Physical Infrastructure;Addanki - Outfall Drain - Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmentalal Authorities for Side Drains.

Quantity732

Rate-

Amount 84780.24

Construction of Physical Infrastructure;Filling Sand for Drain foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.

Quantity116

Rate-

Amount 92522.76

Quantity3840

Rate-

Amount 444748.8

Construction of Physical Infrastructure;Filling with SAND intrenches sides of Foundations and Basements with initial lead in layeing not excuding 15cms thick consolidating each deposited layer by watering and ramming includings cost and conveyanced water to wrok site and all operational, inD.Idental, labour charges, hire charges & T& P etc., complete for finished item of work and as directed by the Departmental Authorities.

Quantity384

Rate-

Amount 306282.24

Construction of Physical Infrastructure;GIDDALURU CC ROADS - Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmentalal Authorities

Quantity804.88

Rate-

Amount 93221.2

Quantity805.73

Rate-

Amount 792540.2

Construction of Physical Infrastructure;Forming embankment with 70% of Gravel and 30% of Sand by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m as directed by the Departmental Authorities for Side Berms

Quantity2217.68

Rate-

Amount 2077189.97

Construction of Physical Infrastructure;GIDDALURU DRAINS - Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities

Quantity1700.08

Rate-

Amount 196903.27

Quantity382.41

Rate-

Amount 874514.31

Construction of Physical Infrastructure;GIDDALURU CULVERTS - Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities

Quantity37.8

Rate-

Amount 4378

Quantity16.2

Rate-

Amount 37046.97

Construction of Physical Infrastructure;GIDDALURU GLSR - Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities

Quantity77

Rate-

Amount 8918.14

Quantity6

Rate-

Amount 13721.1

Construction of Physical Infrastructure;Giddalur- Pump Room - Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities

Quantity14.4

Rate-

Amount 1667.81

Construction of Physical Infrastructure;Filling with sAND for Foundations with initial lead in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hire charges of T&P etc., complete for finished item of work and as directed by the Departmental Authorities.

Quantity8.2

Rate-

Amount 18752.17

Quantity1632

Rate-

Amount 189018.24

Construction of Physical Infrastructure;Filling with SAND intrenches sides of Foundations and Basements with initial lead in layeing not excuding 15cms thick consolidating each deposited layer by watering and ramming includings cost and conveyanced water to wrok site and all operational, inD.Idental, labour charges, hire charges & T& P etc., complete for finished item of work and as directed by the Departmental Authorities.

Quantity220

Rate-

Amount 503107

Quantity1006.88

Rate-

Amount 116616.84

Quantity125.64

Rate-

Amount 287319.83

Construction of Physical Infrastructure;GIDDALURU Court yard filling-Filling with Local available Earth with initial lead in layers irrespective of thickness & consolidating each deposited layer by watering including cost and conveyance all materials and water to work site & all operational charges, incidental charges and all labour charges, hire charges, complete for finished item of work and as directed by the departmental authorities..

Quantity25849.72

Rate-

Amount 5742256.8

Construction of Physical Infrastructure;Filling with Stone Crusher Dust for filling Plot Area and to fill the ditch portions wherever necessary in layers not exceeding 15 Cm. thick consolidating each deposited layer by watering and ramming including cost and conveyance of all materials and water to work site and all operational, incidental and all labour charges etc., complete for finished item of work for irrespective of thickness as directed by the departmental authorities.

Quantity3221.44

Rate-

Amount 6205459.87

Quantity547.85

Rate-

Amount 359022.54

Quantity1364.37

Rate-

Amount 830014.49

Quantity547.85

Rate-

Amount 63451.99

Quantity1080.17

Rate-

Amount 125105.29

Quantity242.97

Rate-

Amount 287086.06

Construction of Physical Infrastructure;Kanigiri - Culverts - Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities

Quantity25.2

Rate-

Amount 2918.66

Quantity10.8

Rate-

Amount 12760.96

Construction of Physical Infrastructure;kanigiri GLSR - Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the Departmental Authorities

Quantity71.29

Rate-

Amount 8256.81

Quantity3.96

Rate-

Amount 4679.02

Quantity14.4

Rate-

Amount 1667.81

Quantity8.19

Rate-

Amount 9677.06

Quantity988

Rate-

Amount 114430.16

Construction of Physical Infrastructure;Filling with SAND intrenches sides of Foundations and Basements with initial lead in layeing not excuding 15cms thick consolidating each deposited layer by watering and ramming includings cost and conveyanced water to wrok site and all operational, inD.Idental, labour charges, hire charges & T& P etc., complete for finished item of work and as directed by the Departmental Authorities.

Quantity132

Rate-

Amount 155967.24

Quantity674.32

Rate-

Amount 78099.74

Quantity86.56

Rate-

Amount 102276.7

Construction of Physical Infrastructure;Kanigiri -Court Yard Filling - Filling with Local available Earth with initial lead in layers irrespective of thickness & consolidating each deposited layer by watering including cost and conveyance all materials and water to work site & all operational charges, incidental charges and all labour charges, hire charges, complete for finished item of work and as directed by the departmental authorities.

Quantity6194.71

Rate-

Amount 1376092.88

Quantity2244.46

Rate-

Amount 2543309.85

Construction of Physical Infrastructure;Construction of granular sub-base by providing well graded material for grading-III spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH.(CBR Value Minimum 30) including Cost and conveyance of all materials, all hire and operational charges of T&P etc., complete for finished item of work as directed by the Departmental Authorities

Quantity845.08

Rate-

Amount 1054583.78

Construction of Physical Infrastructure;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including Cost and conveyance of all materials, all hire and operational charges of T&P etc., lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH. as directed by the Departmental Authorities.

Quantity1030.76

Rate-

Amount 2135322.42

Quantity1146.78

Rate-

Amount 1878700.87

Quantity1402.52

Rate-

Amount 3470016.81

Quantity1410.81

Rate-

Amount 3507795.66

Quantity1721.52

Rate-

Amount 5764957.32

Quantity1500

Rate-

Amount 3729555

Quantity1875

Rate-

Amount 6278925

Quantity212.4

Rate-

Amount 293165.1

Quantity253.39

Rate-

Amount 559505.39

Quantity212.5

Rate-

Amount 469217

Quantity695.42

Rate-

Amount 841527.74

Quantity982.28

Rate-

Amount 1996592.15

Quantity518.74

Rate-

Amount 627727.27

Construction of Physical Infrastructure;Providing, Laying, Spreading and Compacting Graded Stone Aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site of work, laying in uniform layers in Sub-Base/Base Course on a well prepared Sub-Base and compacting with smooth wheel roller of 80 to 100 KN / Vibratory Roller 80 to 100 KN weight to achieve the desired density including lighting, barricading and maintenance of diversion etc., as per Tables.400.11 & 400.12 and technical specification Clause.406 MORD/ MORTH as directed by the department and including cost & conveyance of all materials to site of work and all operational, incidental, seigniorage and all labour charges etc., complete for finished item of work.

Quantity648.42

Rate-

Amount 1317984.98

Quantity1207.32

Rate-

Amount 3419021.58

Quantity1460.84

Rate-

Amount 5412558.28

Quantity821.77

Rate-

Amount 1501135.48

Quantity1001.16

Rate-

Amount 2671585.45

Construction of Physical Infrastructure;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the departmental authorities for Drain Bed.

Quantity189.08

Rate-

Amount 1010918.11

Quantity288.51

Rate-

Amount 2286280.18

Construction of Physical Infrastructure;Supply and placing of VRCC. M20 grade design mix concrete corresponding to IS-456 using CONCRETE MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing,centering, laying concrete, vibrating,curing etc.,complete but excluding cost of steel and its fabrication charges with minimum cement content as per IS code from standard suppliers approved by the department etc. complete for finished item of work as directed by the Departmental authorities for Pre-cast Slab of Drains

Quantity109.94

Rate-

Amount 689694.3

Quantity4.5

Rate-

Amount 24059.3

Quantity9

Rate-

Amount 71319.96

Construction of Physical Infrastructure;Supply and placing of the Design Mix M 20 Grade Concrete for RCC works corresponding to IS 456 using CONCRETE MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete with minimum cement content as per IS code from standard suppliers approved by the department and also including centering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work as per directed by the Departmental authorities for Culvert Slab.

Quantity20.7

Rate-

Amount 129858.76

Quantity218.84

Rate-

Amount 1166760.78

Construction of Physical Infrastructure;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Drains walls.

Quantity333.92

Rate-

Amount 2641330.57

Quantity127.25

Rate-

Amount 796596.45

Quantity9

Rate-

Amount 47984.13

Construction of Physical Infrastructure;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Culvert walls.

Quantity18

Rate-

Amount 142381.26

Quantity15.19

Rate-

Amount 95090.77

Quantity0.49

Rate-

Amount 4401.57

Quantity0.63

Rate-

Amount 7298

Quantity0.92

Rate-

Amount 11097.32

Quantity0.63

Rate-

Amount 7092.89

Quantity1.4

Rate-

Amount 16955.89

Quantity0.07

Rate-

Amount 846.59

Quantity0.48

Rate-

Amount 5805.17

Quantity277.67

Rate-

Amount 1803824.84

Quantity423.68

Rate-

Amount 3825830.4

Quantity161.45

Rate-

Amount 1177842.33

Quantity8.1

Rate-

Amount 52619.95

Quantity16.2

Rate-

Amount 146286

Quantity18.14

Rate-

Amount 132338.56

Quantity0.49

Rate-

Amount 4889.36

Quantity0.63

Rate-

Amount 7925.16

Quantity0.92

Rate-

Amount 12013.17

Quantity0.63

Rate-

Amount 7720.05

Quantity1.4

Rate-

Amount 18349.59

Quantity0.07

Rate-

Amount 916.27

Quantity0.48

Rate-

Amount 6283.01

Quantity46.66

Rate-

Amount 243424.29

Quantity54.09

Rate-

Amount 421896.05

Quantity26.24

Rate-

Amount 161592.22

Quantity2.7

Rate-

Amount 14085.85

Quantity3.6

Rate-

Amount 28079.6

Quantity3.67

Rate-

Amount 22600.74

Construction of Physical Infrastructure;Supply and placing of VRCC. M20 grade design mix concrete corresponding to IS-456 using CONCRETE MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing,centering, laying concrete, vibrating,curing etc., complete but excluding cost of steel and its fabrication charges with minimum cement content as per IS code from standard suppliers approved by the department etc. complete for finished item of work as directed by the Departmental authorities for VRCC FOOTINGS.

Quantity0.49

Rate-

Amount 4353.58

Quantity0.63

Rate-

Amount 7236.3

Quantity0.92

Rate-

Amount 11007.21

Construction of Physical Infrastructure;Supply and placing of VRCC. M20 grade design mix concrete corresponding to IS-456 using CONCRETE MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing,centering, laying concrete, vibrating,curing etc.complete but excluding cost of steel and its fabrication charges with minimum cement content as per IS code from standard suppliers approved by the department etc. complete for finished item of work as directed by the Departmental authorities for ROOF BEAMS.

Quantity0.63

Rate-

Amount 7031.19

Construction of Physical Infrastructure;Supply and placing of VRCC. M20 grade design mix concrete corresponding to IS-456 using CONCRETE MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing,centering, laying concrete, vibrating,curing etc.complete but excluding cost of steel and its fabrication charges with minimum cement content as per IS code from standard suppliers approved by the department etc. complete for finished item of work as directed by the Departmental authorities for ROOF SLABS.

Quantity1.4

Rate-

Amount 16818.79

Quantity0.07

Rate-

Amount 839.73

Quantity0.48

Rate-

Amount 5758.16

Quantity149.97

Rate-

Amount 745086.95

Construction of Physical Infrastructure;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Drains walls.

Quantity228.82

Rate-

Amount 1730043.95

Quantity64.69

Rate-

Amount 384073.59

Construction of Physical Infrastructure;P.C.C. work of mix M15 (1:2.5:5)Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Culvert bed.

Quantity7.92

Rate-

Amount 39348.46

Construction of Physical Infrastructure;P.C.C. work of mix M15 Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Culvert walls.

Quantity16.2

Rate-

Amount 122483.66

Quantity14.9

Rate-

Amount 88463.39

Quantity3.24

Rate-

Amount 19236.33

Quantity2.1

Rate-

Amount 18211.77

Quantity0.4

Rate-

Amount 3704.5

Quantity0.7

Rate-

Amount 7891.51

Quantity1

Rate-

Amount 11751.76

Quantity0.7

Rate-

Amount 7663.62

Quantity1.4

Rate-

Amount 16521.15

Quantity0.1

Rate-

Amount 1178.36

Quantity1

Rate-

Amount 11783.58

Quantity343.49

Rate-

Amount 2157051.94

Quantity382.61

Rate-

Amount 4317306.2

Construction of Physical Infrastructure;P.C.C. work of mix M15 Prop.20 mm (1:2.5:5) Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Drain Bed

Quantity77

Rate-

Amount 382554.48

Quantity165

Rate-

Amount 1247518.8

Quantity48

Rate-

Amount 284982.72

Quantity254.94

Rate-

Amount 1744873.1

Construction of Physical Infrastructure;P.C.C. work of mix M15 Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Drains walls.

Quantity389

Rate-

Amount 3642821.62

Quantity216.34

Rate-

Amount 1645200.8

Construction of Physical Infrastructure;P.C.C. work of mix M15(1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Culvert bed.

Quantity10.8

Rate-

Amount 73917.9

Construction of Physical Infrastructure;P.C.C. work of mix M15 M15(1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete as directed by the Departmental authorities for Culvert walls.

Quantity21.6

Rate-

Amount 202274.93

Quantity15.98

Rate-

Amount 121523.11

Quantity54

Rate-

Amount 410653.8

Quantity2.1

Rate-

Amount 21578.95

Quantity0.4

Rate-

Amount 4345.87

Quantity0.7

Rate-

Amount 9013.91

Quantity1

Rate-

Amount 13355.19

Quantity0.7

Rate-

Amount 8786.02

Quantity1.4

Rate-

Amount 18765.95

Quantity0.1

Rate-

Amount 1338.7

Quantity1

Rate-

Amount 13387

Quantity161.98

Rate-

Amount 906610.16

Construction of Physical Infrastructure;P.C.C. work of mix M15 (1:2.5:5) Prop.20 mm Graded hard broken granite machine crushed graded metal incluidng cost and conveyance of all materials and water to work site and all labour charges, and all operational charges incidental machine mixing charges, laying, curing etc., complete including formwork/ centering charges, as directed by the Departmental authorities for Drains walls.

Quantity247.16

Rate-

Amount 2018147.91

Quantity138

Rate-

Amount 896459.04

Quantity7.2

Rate-

Amount 40298.76

Quantity14.4

Rate-

Amount 117581.04

Quantity9.36

Rate-

Amount 60803.31

Quantity39.6

Rate-

Amount 257244.77

Quantity2.02

Rate-

Amount 18603.61

Quantity0.63

Rate-

Amount 7440.96

Quantity0.92

Rate-

Amount 11306.07

Quantity0.63

Rate-

Amount 7235.85

Quantity1.4

Rate-

Amount 17273.58

Quantity0.07

Rate-

Amount 862.47

Quantity0.95

Rate-

Amount 11704.97

Construction of Physical Infrastructure;Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH

Quantity1860.3

Rate-

Amount 584748.1

Quantity2557.42

Rate-

Amount 801367.56

Quantity3146.4

Rate-

Amount 1222974.22

Quantity592.2

Rate-

Amount 181177.67

Construction of Physical Infrastructure;Addanki - Kerb Wall - Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH

Quantity1714

Rate-

Amount 496820.04

Construction of Physical Infrastructure;GIDDALURU Kerb-Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH

Quantity2895

Rate-

Amount 1190395.05

Construction of Physical Infrastructure;Kangiri Kerb-Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH

Quantity1776

Rate-

Amount 587003.52

Construction of Physical Infrastructure;Construction of un-reinforced, dowel jointed at expansion and construction joint only, Design Mix M30 Grade cement concrete pavement, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using concrete mixcer , laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle vibrator and finished in continuous operation including Cost and conveyance of all materials, all hire and operational charges of T&P etc., provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days as per design & drawing and Technical Specification Clause 1501 MORD excluding cost of Mild steel round bars(dowel bars) as directed by the Departmental Authorities for Main Road.

Quantity934.74

Rate-

Amount 5877028.19

Construction of Physical Infrastructure;Construction of un-reinforced, design mix M 30 grade cement concrete pavement, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using concrete mixer laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle vibrator and finished in continuous operation including Cost and conveyance of all materials, all hire and operational charges of T&P etc., curing of concrete slabs for 14- days as per Design & drawing and Technical Specification Clause 1501 MORD.(As per APDSS and as directed by the Departmental Authorities) for Block Approaches.

Quantity160.15

Rate-

Amount 949748.76

Quantity1276

Rate-

Amount 8003773.8

Construction of Physical Infrastructure;Construction of un-reinforced, design mix M 30 grade cement concrete pavement,over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using concrete mixer laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle vibrator and finished in continuous operation including Cost and conveyance of all materials, all hire and operational charges of T&P etc., curing of concrete slabs for 14- days as per Design & drawing and Technical Specification Clause 1501 MORD.(As per APDSS and as directed by the Departmental Authorities) for Block Approaches.

Quantity90

Rate-

Amount 532401.3

Construction of Physical Infrastructure;VRCC. M30 grade design mix concrete corresponding to IS-456 using Weigh Batcher with stone aggregate of 20mm & 12.5mm gauge graded hard broken granite machine crushed metal mechanically mixed with necessary reinforcement including cost and conveyance of all materials and water to work site, and all operational, incidental, labour charges, Centering charges such as Steel Scaffolding pipes, Jack props,Steel centering plates etc., mixing concrete, transportation, pumping of concrete, laying, levelling, curing etc., complete as per standard specifications but excluding cost of steel and its fabrication charges for finished item of work to the required strength as directed by the dept., for GLSR BOTTOM SLAB.

Quantity7.92

Rate-

Amount 54307.84

Quantity9.99

Rate-

Amount 160034.01

Quantity1.24

Rate-

Amount 14291.33

Quantity3.14

Rate-

Amount 49964.21

Quantity1561.95

Rate-

Amount 11599150.04

Quantity128.7

Rate-

Amount 909793.17

Quantity7.92

Rate-

Amount 62192.2

Quantity9.99

Rate-

Amount 169978.95

Quantity1.24

Rate-

Amount 15525.74

Quantity3.14

Rate-

Amount 53090.05

Quantity223.58

Rate-

Amount 1377042.63

Construction of Physical Infrastructure;Construction of un-reinforced, design mix M 30 grade cement concrete pavement, 200 mm thick, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using concrete mixer laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle vibrator and finished in continuous operation including Cost and conveyance of all materials, all hire and operational charges of T&P etc., curing of concrete slabs for 14- days as per Design & drawing and Technical Specification Clause 1501 MORD.(As per APDSS and as directed by the Departmental Authorities) for Block Approach.

Quantity39

Rate-

Amount 226281.51

Quantity7.92

Rate-

Amount 53532.23

Quantity9.99

Rate-

Amount 159055.59

Quantity1.24

Rate-

Amount 14169.89

Quantity3.14

Rate-

Amount 49656.68

Construction of Physical Infrastructure;VRCC. M30 grade design mix concrete corresponding to IS-456 using Batching Plant at site with stone aggregate of 20mm & 12.5mm gauge graded hard broken granite machine crushed metal mechanically mixed with necessary reinforcement including cost and conveyance of all materials and water to work site, and all operational, incidental, labour charges, Centering charges such as Steel Scaffolding pipes, Jack props,Steel centering plates etc., mixing concrete, transportation, pumping of concrete, laying, levelling, curing etc., complete as per standard specifications but excluding cost of steel and its fabrication charges for finished item of work to the required strength as directed by the dept., for RAFT.

Quantity23.33

Rate-

Amount 157690.27

Quantity25.5

Rate-

Amount 318599.55

Quantity10.79

Rate-

Amount 100579.96

Quantity187.5

Rate-

Amount 1154823.75

Quantity894

Rate-

Amount 5285971.68

Quantity144

Rate-

Amount 800026.56

Construction of Physical Infrastructure;Supply and placing of the Design Mix Concrete M30 grade for RCC works corresponding to IS 456 using Concrete MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water to site, all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete with minimum cement content as per IS code from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges and seignorage charges for finished item of work and as directed by the Departmental authorities. GLSR Bottom Slab

Quantity8

Rate-

Amount 52372.16

Quantity10

Rate-

Amount 157088.9

Quantity2

Rate-

Amount 22429.46

Quantity20

Rate-

Amount 312032.8

Quantity1311.91

Rate-

Amount 10194445.92

Quantity187.2

Rate-

Amount 1387846.51

Quantity8

Rate-

Amount 65199.6

Quantity10

Rate-

Amount 173123.1

Quantity2

Rate-

Amount 25636.32

Quantity20

Rate-

Amount 344101.2

Quantity906.63

Rate-

Amount 5925262.23

Quantity136.8

Rate-

Amount 845757.79

Quantity6.16

Rate-

Amount 43637.26

Quantity9.6

Rate-

Amount 155964.77

Quantity1.19

Rate-

Amount 13985.09

Quantity1.62

Rate-

Amount 26145.31

Construction of Physical Infrastructure;ELSR 1200 KL :- Constuction of OHSR / ELSR of 1200 KL capacity with staging of 22Mts. including fixtures with all concrete components shall be desinged with M30 grade design mix proportions, with Raft Footings all required fixtures such as such as 400 dia Inlet Pipe, 450mm Out let, 450 mm dia and 200 dia scour Pipe , Manhole frame and covers with CI/DI material with minimum size of 0.60 X 0.60 M for Roof and Valve Chambers with CI/DI Double Swan neck Ventilators minimum of 150mm dia shall be proveded in Top Dome and with Mosquito / Fly proof nets of 4 Nos, 1 No RCC Finial Ventilator with Fly/Bird Protection with GI Mesh , 2 Nos of RCC Precast Lader of 0.60M width, RCC Dog Legged Stair Case of 1.0 M Flight width and 1.20 M landing width and RCC Hand railing of 1.0M height and stair case shall be closed with Brick Masonry walls on Three sides and collapsible MS Gate on front side upto 1st Brace Level to prevent unauthorised entry, constuction of RCC Valve Chambers of mix not less than M20 grade with 150mm thick side walls and top slabs and providing Balcony of 1.00 M width at Floor Slab level/Middle Ring Beam level by using Stainless Steel of grade 304 Hand railing up to 1.20 M Height with top railing of 40 MM dia pipe and middle railing of 25 mm dia and verticals with 40 mm dia at an interval not more than 1.0 M C/C, provding 1 No Water Level Indicator of reputed make of digital type and 1 No conventional type, providing 1 No lightening arrester with all its accessories complete including earthing with relavent IS Codes. Compound wall : Construction of compound wall including ornamental M.S. gate of size 3.0x2.40 Mts. is included in the basic rate of ELSRs. Length of compount wall hass be minimum of 150 Mts. min., height of the compount wall shall be 1.80 Mts. above plinth and thickness 230mm in brick masonry in CM(1:6)Prop. The Compound wall shall be constructed including earth work excavation in all type of soils, for Plinth Beam of 230x300mm and 0.75X0.75X1.20 Mts. size for column footing portion. The footing shall be 0.75X0.75X0.25 Mts. in VRCC M20 grade constructed over a CC(1:4:8) Porp bed of 100mm thick. The column shall be 230x230mm in size with VRCC M20 grade at 3.00M c/c spacing having depth of 1.20 M below Gound level and height of 2.0 M above GL. The Plinth Beam Size 230x300mm shall be constructed in VRCC M20 grade in GL over a bed of CC (1:4:8) 100mm thick. 450x450mm size columns M 20 grade shall be constructed for Gate Pillors. The Tie Beam shall be provided obove the Brick Work with 230 X 200 MM size fixed with MS angulars of 25x25x4mm in Y Shape to height of 0.60 M with embeded length of 150mm in concrete the barbed wire fencing with 3 ply 18 guage shall be stretched in 4 rows 2X2 plastering shall be done with 16 mm thick in two coats base coat 12mm thick in CM (1:6) Prop and 4mm thick CM (1:4) Prop on both side of Brick Work. Snow cem paint in two coats shall be provided for both side of wall. The M.S. ornamental Gate as directed by the department shall be provided with minimum of 3.60Mwidth 2.40M heigth with enamel paint . Yard lighting shall be arranged on four corners of compound wall.STAFF QUARTER: Staff quarter should constructed for a minimum plinth area of 40 Sqm with the following specifications: RCC framed structure with concrete grade not less M20 grade design mix at the location Specified by the Department at thetime of execution with Verandah, Hall, Bed Room, Kitchen and Bath and WC with floor area of 40 Sqm excluding Balconies and Stair Case. MS Hallow frame with cold rolled processed stell sheet 1.20 mm thick bright CRCA confirming IS: 4351/76 Flush Door shutter with solid bond wood door shall be provided. NCL windows centre fixed both sides openable shutter window 1.35 X 1.35 M outer frame section 40X50 mm shutter frame section with a size of 48X20mm mullion section of size 48X50mm fixed beeding section of 12x12mm shall be provided STAFF QUARTER: Staff quarter should constructed for a minimum plinth area of 40 Sqm with the following specifications: RCC framed structure with concrete grade not less M20 grade design mix at the location Specified by the Department at thetime of execution with Verandah, Hall, Bed Room, Kitchen and Bath and WC with floor area of 40 Sqm excluding Balconies and Stair Case. MS Hallow frame with cold rolled processed stell sheet 1.20 mm thick bright CRCA confirming IS: 4351/76 Flush Door shutter with solid bond wood door shall be provided. NCL windows centre fixed both sides openable shutter window 1.35 X 1.35 M outer frame section 40X50 mm shutter frame section with a size of 48X20mm mullion section of size 48X50mm fixed beeding section of 12x12mm shall be provided Flooring with polished cuddapah stone shall be provided wall shall be provided with snow cem paint in coats over primary coat . Electrical and water supply arrangement shall be provided as directed by the dept. Water storage Tank made with Plastic/Polymer material of reputed make with necessary out let and inlet connection pipes shall be provided and Septic Tank for 5 users shall be provided as specified by the departmental authorities.

Quantity1200000

Rate-

Amount 25824000

Construction of Physical Infrastructure;Constuction of OHSR / ELSR of 300 KL capacity with staging of 22Mts. including fixtures and all the Concrete members shall be designed with M30 grade design mix with Raft Footings including 3 Coats of eppoxy paint food grade of best quality to inner surface of reservoir including roof and 2 Coats of weather proof emulsion painting for external surfaces, lettering, all required fixtures, Pipes, Bends,Valves etc., for pipe connections excluding cost of pipes Bends and Valves as per departmental designs and drawings but including cost and conveyance of all materials to work site and the above rate inclusive of following fixtures: A. RCC or Aluminum ladder inside 0.60 m wide. B. Doglegged stair case shall be provided with stair case flight with of 1.2m and landing width of 1.2m with SS railing upto 1m height .C. Providing lightening arrester including conductor and earthing etc., complete-1No's. D. RCC Ventilators with copper or Stainless steel fly proof Mesh. E. DI Manhole frame and cover 0.6 X 0.6m as per IS specfications(Light duty)-2No's. F.Water level indicator of good quality with abonite/Copper float approved pattern-1.No's G. The Railing provided to gallery and staircase shall be with stainless steel of grade 304 for height of 1.2m H. The Dog Legged staircase shall be enclosed with Brick/CRS Wall on 3 sides and front side with MS collapsable gate upto 1st brace level from ground level. I.DI Swan neck ventilators in topdome and slab.

Quantity300000

Rate-

Amount 8346000

Quantity300000

Rate-

Amount 7305000

Construction of Physical Infrastructure;Addanki ELSR 200KL-Constuction of OHSR / ELSR of 200 KL capacity with staging of 22Mts. including fixtures and all the Concrete members shall be designed with M30 grade design mix with Raft Footings including 3 Coats of eppoxy paint food grade of best quality to inner surface of reservoir including roof and 2 Coats of weather proof emulsion painting for external surfaces, lettering, all required fixtures, Pipes, Bends,Valves etc., for pipe connections excluding cost of pipes Bends and Valves as per departmental designs and drawings but including cost and conveyance of all materials to work site and the above rate inclusive of following fixtures:A. RCC or Aluminum ladder inside 0.60 m wide B. Doglegged stair case shall be provided with stair case flight with of 1.2m and landing width of 1.2m with SS railing upto 1m height C. Providing lightening arrester including conductor and earthing etc., complete-1No's D. RCC Ventilators with copper or Stainless steel fly proof Mesh E. DI Manhole frame and cover 0.6 X 0.6m as per IS specfications(Light duty)-2No's. F.Water level indicator of good quality with abonite/Copper float approved pattern-1.No's G. The Railing provided to gallery and staircase shall be with stainless steel of grade 304 for height of 1.2m H. The Dog Legged staircase shall be enclosed with Brick/CRS Wall on 3 sides and front side with MS collapsable gate upto 1st brace level from ground level. I.DI Swan neck ventilators in topdome and slab.

Quantity200000

Rate-

Amount 5896000

Construction of Physical Infrastructure;GIDDALURU ELSR 300KL-Constuction of OHSR / ELSR of 300 KL capacity with staging of 22Mts. including fixtures and all the Concrete members shall be designed with M30 grade design mix with Raft Footings including 3 Coats of eppoxy paint food grade of best quality to inner surface of reservoir including roof and 2 Coats of weather proof emulsion painting for external surfaces, lettering, all required fixtures, Pipes, Bends,Valves etc., for pipe connections excluding cost of pipes Bends and Valves as per departmental designs and drawings but including cost and conveyance of all materials to work site and the above rate inclusive of following fixtures:A. RCC or Aluminum ladder inside 0.60 m wide B. Doglegged stair case shall be provided with stair case flight with of 1.2m and landing width of 1.2m with SS railing upto 1m height C. Providing lightening arrester including conductor and earthing etc., complete-1No's D. RCC Ventilators with copper or Stainless steel fly proof Mesh E. DI Manhole frame and cover 0.6 X 0.6m as per IS specfications(Light duty)-2No's. F.Water level indicator of good quality with abonite/Copper float approved pattern-1.No's G. The Railing provided to gallery and staircase shall be with stainless steel of grade 304 for height of 1.2m H. The Dog Legged staircase shall be enclosed with Brick/CRS Wall on 3 sides and front side with MS collapsable gate upto 1st brace level from ground level. I.DI Swan neck ventilators in topdome and slab.

Quantity300000

Rate-

Amount 7305000

Construction of Physical Infrastructure;GIDDALURU ELSR 200KL-Constuction of OHSR / ELSR of 200 KL capacity with staging of 22Mts. including fixtures and all the Concrete members shall be designed with M30 grade design mix with Raft Footings including 3 Coats of eppoxy paint food grade of best quality to inner surface of reservoir including roof and 2 Coats of weather proof emulsion painting for external surfaces, lettering, all required fixtures, Pipes, Bends,Valves etc., for pipe connections excluding cost of pipes Bends and Valves as per departmental designs and drawings but including cost and conveyance of all materials to work site and the above rate inclusive of following fixtures:A. RCC or Aluminum ladder inside 0.60 m wide B. Doglegged stair case shall be provided with stair case flight with of 1.2m and landing width of 1.2m with SS railing upto 1m height C. Providing lightening arrester including conductor and earthing etc., complete-1No's D. RCC Ventilators with copper or Stainless steel fly proof Mesh E. DI Manhole frame and cover 0.6 X 0.6m as per IS specfications(Light duty)-2No's. F.Water level indicator of good quality with abonite/Copper float approved pattern-1.No's G. The Railing provided to gallery and staircase shall be with stainless steel of grade 304 for height of 1.2m H. The Dog Legged staircase shall be enclosed with Brick/CRS Wall on 3 sides and front side with MS collapsable gate upto 1st brace level from ground level. I.DI Swan neck ventilators in topdome and slab.

Quantity200000

Rate-

Amount 5158000

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading, unloading , forwarding charges, labour charges etc., but excluding Excise duty, Sale Tax and speicals etc., complete for finished item of work as directed by the Departmental Authorities.

Quantity185.6

Rate-

Amount 208970.75

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 160mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading, unloading , forwarding charges, labour charges etc., but excluding Excise duty, Sale Tax and speicals etc., complete for finished item of work as directed by the Departmental Authorities.

Quantity643.73

Rate-

Amount 465886.71

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 63mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding Excise duty, Sale Tax and speicals etc., complete for finished item of work as directed by the Departmental Authorities.

Quantity300

Rate-

Amount 34086

Quantity303.86

Rate-

Amount 342122.05

Quantity1343.75

Rate-

Amount 972512.19

Quantity336

Rate-

Amount 38176.32

Construction of Physical Infrastructure;Manufacture,supply and delivery of 200 mm Di Centrifugally cast (Spun) Ductile Iron pressure pipes for water, gas and sewage with Socket Spigot ends conforming to IS.: 8329/2000 in standard working lengths of 4, 5, 5.5 & 6 meter for classification K7 suitable for push-on-joint (rubber gasket jointing) with cement mortar lining inside the pipes with outside zinc coating. Rates are ex-factory, including transportation,.to site of work loading and unloading and stacking at site as directed by dept.authorities.

Quantity2500

Rate-

Amount 5261375

Quantity12

Rate-

Amount 13511.04

Quantity1050

Rate-

Amount -

Quantity1154.55

Rate-

Amount 131179.97

Quantity3000

Rate-

Amount 3377760

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 110mm Dia. HDPE Pipe of Pressure 8.00 Kg./Sq.Cm. conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading, unloading , forwarding charges, labour charges etc., but excluding Excise duty, Sale Tax and speicals etc., complete for finished item of work. (Supply up to 90 mm dia. in coil & above 90 mm dia. straight length.) as directed by the Departmental Authorities.

Quantity135.5

Rate-

Amount 46954.82

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 63mm Dia. HDPE Pipe of Pressure 8.00 Kg./Sq.Cm. conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding Excise duty, Sale Tax and speicals etc., complete for finished item of work.(Supply up to 90 mm dia. in coil & above 90 mm dia. straight length.) as directed by the Departmental Authorities.

Quantity150.4

Rate-

Amount 17088.45

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 32mm Dia. HDPE Pipe of Pressure 8.00 Kg./Sq.Cm. conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding Excise duty, Sale Tax and speicals etc., complete for finished item of work.(Supply up to 90 mm dia. in coil & above 90 mm dia. straight length.) (From line to CPVC pipe connection at upto Ground for Each tank Connection) as directed by the Departmental Authorities.

Quantity30

Rate-

Amount 1431.6

Quantity650

Rate-

Amount 470424.5

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities

Quantity500

Rate-

Amount 562960

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 110mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities

Quantity394

Rate-

Amount 136532.82

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 63 mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities

Quantity240

Rate-

Amount 27268.8

Construction of Physical Infrastructure;Centrifugally cast (Spun) Ductile Iron pressure pipe of 200mm Dia. K7 for water, gas and sewage with Socket Spigot ends conforming to IS.: 8329/2000 in standard working lengths of 4, 5 5.5 & 6 meter for classification K9 suitable for push-on-joint (rubber gasket d jointing) with cement mortar lining inside the pipes with outside zinc coating. Rates are ex-factory, excluding transportation and all taxes. (200mm Dia K7 DI pipe)

Quantity4800

Rate-

Amount 12203904

Quantity290

Rate-

Amount 326516.8

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 160mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including cost and transportation charges to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities

Quantity1123

Rate-

Amount 812748.79

Quantity290

Rate-

Amount 100493.7

Quantity312

Rate-

Amount 35449.44

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 63 mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading, unloading, forwarding charges, labour charges etc., but excluding Excise duty, Sale Tax and speicals etc., complete for finished item of work.(from Bore Hole Pipe)

Quantity1500

Rate-

Amount 213030

Quantity239

Rate-

Amount 269094.88

Quantity787

Rate-

Amount 272719.11

Quantity228

Rate-

Amount 25905.36

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 63 mm Dia. HDPE Pipe of Pressure 6.00 Kg./Sq.Cm. conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading, unloading, forwarding charges, labour charges etc., but excluding Excise duty, Sale Tax and speicals etc., complete for finished item of work.(from Bore Hole Pipe)

Quantity850

Rate-

Amount 120717

Construction of Physical Infrastructure;Manufacture,Supply and Delivery of Double wall Corrogated structured wall polyethelene/polypropylne piping system with non smooth external annual corrugated & smooth internalsurface (double wall)for non pressure sewage and drainage application pipes of standard length 6m, grade confirming to IS 16098 (part-II-2013) including rubber gasket,transportation to anywhere in AP excluding all taxes etc., complete as directed by the Departmental authorities.Cost of DWC Pipe (150 I.D)

Quantity210

Rate-

Amount 76349.7

Quantity640.73

Rate-

Amount 385091.54

Quantity253.72

Rate-

Amount 237816.83

Quantity228

Rate-

Amount 213708.96

Quantity1036

Rate-

Amount 622656.72

Quantity336

Rate-

Amount 122159.52

Quantity1400.75

Rate-

Amount 509270.68

Quantity336.4

Rate-

Amount 202183.13

Quantity209.5

Rate-

Amount 76167.92

Quantity209

Rate-

Amount 195899.88

Quantity237

Rate-

Amount 142441.74

Quantity253

Rate-

Amount 91983.21

Quantity296

Rate-

Amount 277446.72

Quantity440

Rate-

Amount 264448.8

Quantity312

Rate-

Amount 113433.84

Quantity188

Rate-

Amount 176216.16

Quantity95

Rate-

Amount 57096.9

Quantity455

Rate-

Amount 165424.35

Construction of Physical Infrastructure;Providing Mild Steel Round bars( Dowel bars) including labour charges for straightening,cutting, bending to required sizes and shapes, placing in position of approved materials and size as per approved designs and drawings including cost and conveyance of steel bars, all wastage, and all incidental, Operational labour charges such as cutting, bending,placing in position,etc., complete and as directed by the Departmental authorities for CC pavement.

Quantity2.34

Rate-

Amount 169166.13

Construction of Physical Infrastructure;Manufacture,supply and delivery of unplasticised 160mm dia PVC pipes for potable water supplies conforming to IS:4985/2000 include of transportation to the sub divisional stores anywhere in AP exculding excise duty and sales tax etc., (4kg/cm2)

Quantity287.5

Rate-

Amount 156135.5

Construction of Physical Infrastructure;Painting to kerb with approved Synthetic enamel paint 2 coats over priming coat with approved exterior grade cement making 3 coats in all colours including cost and conveyance of all materials, labour charges etc; complete for finished item of work (APSS No. 912)and as directed by the Department authorities

Quantity1144.08

Rate-

Amount 354985.14

Construction of Physical Infrastructure;PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to work site and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing etc., complete as directed by the departmental authorities for Levelling Course for Bed of Drains.

Quantity379.73

Rate-

Amount 1604499.75

Construction of Physical Infrastructure;Providing High Yield Strenth Deformed (HYSD)/Thermo Mechanically Treated (TMT) Steel bars ( Fe.500 grade as per IS1786 and as amended upto date) of different of diameters for RCC works, including labour charges for srraightening,cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars, all wastage, such as over laps, couplings, chairs, spacer bars, binding wire,cover blocks and all incidental, Operational labour charges such as cutting, bending,placing in position, tying etc., complete for finished item of work as directed by the Departmental authorities

Quantity4.95

Rate-

Amount 395441.89

Quantity4.5

Rate-

Amount 19014.17

Quantity1.24

Rate-

Amount 99060.19

Construction of Physical Infrastructure;Laying of Alcorr or similar type of Class SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge.(Payment to be made on the basis of actual finished length of pipe line).Cost of DWC pipe (150mm ID)

Quantity210

Rate-

Amount 13599.6

Quantity640.73

Rate-

Amount 68429.96

Quantity253.72

Rate-

Amount 42373.78

Construction of Physical Infrastructure;Construction of 904m (3'-0") Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 50 Kg/Sq.Cm.including plastering with CM(1:3)Prop., 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 1524mm (5'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification as directed by the Departmental authorities

Quantity21

Rate-

Amount 224156.73

Construction of Physical Infrastructure;Construction of 904.0 m (3'-0")Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 10 N/Sq. mm. Including plastering with CM(1:3)Prop. 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 904.00 mm (3'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification as directed by the Departmental authorities

Quantity14

Rate-

Amount 94959.48

Construction of Physical Infrastructure;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538Supply and delivery of .D.I. Double Flanged Sluice Valves of 200mm Dia.including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete (pn-1.0 (MPa) as directed by the Departmental Authorities

Quantity1

Rate-

Amount 28607.12

Construction of Physical Infrastructure;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 150mm Dia. , including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete (pn-1.0 (MPa) as directed by the Departmental Authorities

Quantity4

Rate-

Amount 88183.4

Construction of Physical Infrastructure;Supply and delivery of C.I. D/F Scour Valves of 100 mm Dia. conforming to IS 14846/2000 with amendments No.1 &2 heavy duty with CI grade FG 260 as per IS 210.Two coats of primer suitable for epozy paints finish shall be applied to all metal surface and finally two coats of Epoxy paint.The valve shall be tested for colsed end test against Hydrostatic test requirement of type P.N.I including cost and conveyance charges to work site loading & unloading and all other connected taxes etc., complete for finished item of work as directed by the Departmental Authorities.

Quantity1

Rate-

Amount 14172.34

Construction of Physical Infrastructure;Supply and delivery of tamper proof D.I., Flanged Single Chamber Air Release Valves of 50mm Dia. with body and cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent as per IS-1865, IS-3896-2 with food grade epoxy powder coating (EP-P) (Min:250 Micron) inside and outside of color blue RAL 5005. All internal parts such as float, shell, cove bolts etc., made of austenitic alloy steel of SS AISI 304/316 and DN-50 float of and other components with ABS/PTFE/ EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination flange drilling as per IS-1538 and including cost and conveyance of all materials to work site, loading, unloading transportation charges etc., complete as directed by the Departmental Authorities.

Quantity2

Rate-

Amount 25720.16

Construction of Physical Infrastructure;Supply and delivery of D.I. D/F 100 mm Dia. Semi Circular Bends for scour valve as per speD.Ifications of IS No.,7181/1986, 5531/1988 & 3950/1979 inlcuding cost and conveyance loading unloading and all other connected taxes etc., complete for finished item of work (each of 32.11 kgs weight).as directed by the Departmental Authorities.

Quantity1

Rate-

Amount 4323.82

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of 160mm Dia. HDPE TEES conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding Excise duty,Sale Tax and speicals etc.,complete for finished item of work as directed by the Departmental Authorities.

Quantity1

Rate-

Amount 1751.94

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of 63mm Dia. HDPE TEES conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site & loading, unloading , forwarding charges, labour charges etc., but excluding Excise duty,Sale Tax and speicals etc.,complete for finished item of work as directed by the Departmental Authorities.

Quantity21

Rate-

Amount 4079.88

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of HDPE (PE-100 Grade) OD 160 mm Dia. HDPE End caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site, loading,unloading charges and including all taxes etc., complete for finished item of work.as directed by the Departmental Authorities.

Quantity4

Rate-

Amount 1440.64

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of HDPE (PE-100 Grade) OD 200 mm Dia. HDPE End caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site, loading,unloading charges and including all taxes etc., complete for finished item of work.as directed by the Departmental Authorities.

Quantity1

Rate-

Amount 639.65

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of 200mm Dia. M.S.Flange conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site, loading,unloading charges and including all taxes etc., complete for finished item of work. as directed by the Departmental Authorities.

Quantity2

Rate-

Amount 1392.92

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of 150mm Dia. M.S.Flange conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site, loading,unloading charges and including all taxes etc., complete for finished item of work. as directed by the Departmental Authorities.

Quantity2

Rate-

Amount 763.5

Construction of Physical Infrastructure;Lowering, Laying and Jointing of 200mm Dia. HDPE Pipes by butt fusion welding as per IS:7634/Part-II/1975 as amended from time to time to the alighment and gradient and testing the pipe line to the required prpessure including cost and conveyance of all materials to work site & all operational, incidential and all labour charges etc.,complete for finished item of work as directed by the Departmental Authorities.

Quantity185.6

Rate-

Amount 18812.42

Construction of Physical Infrastructure;Lowering, Laying and Jointing of 160mm Dia. HDPE Pipes by butt fusion welding as per IS:7634/Part-II/1975 as amended from time to time to the alighment and gradient and testing the pipe line to the required prpessure including cost and conveyance of all materials to work site & all operational, incidential and all labour charges etc.,complete for finished item of work as directed by the Departmental Authorities.

Quantity643.73

Rate-

Amount 44179.19

Construction of Physical Infrastructure;Lowering, Laying and Jointing of 63mm Dia. HDPE Pipes by butt fusion welding as per IS:7634/Part-II/1975 as amended from time to time to the alighment and gradient and testing the pipe line to the required prpessure including cost and conveyance of all materials to work site & all operational, incidential and all labour charges etc.,complete for finished item of work as directed by the Departmental Authorities.

Quantity300

Rate-

Amount 10005

Construction of Physical Infrastructure;Lowering and keeping in position of 200 mm Dia. Sluice Valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work as directed by the Departmental Authorities.

Quantity1

Rate-

Amount 537.16

Construction of Physical Infrastructure;Lowering and keeping in position of 150 mm Dia. Sluice Valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work as directed by the Departmental Authorities.

Quantity4

Rate-

Amount 1302.4

Construction of Physical Infrastructure;Lowering and keeping in position of 100 mm Dia. SCOUR VALVE including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work as directed by the Departmental Authorities.

Quantity1

Rate-

Amount 192.11

Construction of Physical Infrastructure;Providing and fixing double acting 50mm Air valve including boring the main, threading the bore and fixing the nipple etc., excluding cost of rubber insertion, bolts & nuts. Air valve and flanged tail piece etc., complete.

Quantity2

Rate-

Amount 693.96

Construction of Physical Infrastructure;Labour Charges for Fixing in position of 100 mm Dia. NON RETURN VALVE including Cost & conveyance of all materials to work site, nuts and bolts, rubber packing and white lead and all other charges etc., complete as per the direction of the department for finihsed item of work . as directed by the Departmental Authorities.

Quantity2

Rate-

Amount 384.22

Construction of Physical Infrastructure;Labour charges for jointing 200mm Dia. Sluice Valve with flanged ends including cost of joining material such as bolts&nuts, rubber insertion, white lead including filling with water with lead up to 500 meters and testing to required presure complete(Reference to specifications BIS No.3114/94). including cost and conveyance of all materials etc.,complete for 200mm Dia. Sluice Valve as directed by the Departmental Authorities.

Quantity2

Rate-

Amount 1054.14

Construction of Physical Infrastructure;Labour charges for jointing 150mm Dia. Sluice Valve with flanged ends including cost of joining material such as bolts&nuts, rubber insertion, white lead including filling with water with lead up to 500 meters and testing to required presure complete(Reference to specifications BIS No.3114/94). including cost and conveyance of all materials etc.,complete for 150mm Dia. Sluice Valve as directed by the Departmental Authorities.

Quantity2

Rate-

Amount 972.88

Construction of Physical Infrastructure;Labour charges for jointing 100mm Dia. Sluice Valve with flanged ends including cost of joining material such as bolts&nuts, rubber insertion, white lead including filling with water with lead up to 500 meters and testing to required presure complete(Reference to specifications BIS No.3114/94). including cost and conveyance of all materials etc.,complete for 100mm Dia. Sluice Valve as directed by the Departmental Authorities.

Quantity2

Rate-

Amount 632.66

Construction of Physical Infrastructure;Labour charges for jointing 100mm Dia. Non Return Valve with flanged ends including cost of joining material such as rubber insertion, white lead including filling with water with lead up to 500 meters and testing to required presure complete(Reference to specifications BIS No.3114/94).

Quantity4

Rate-

Amount 1265.32

Construction of Physical Infrastructure;Construction of 3'-0" Dia. (upto a depth of 0.90 Mts.) Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 50 Kg/Sq.Cm.including plastering with CM(1:3)Prop., 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 0.90 mts. (3'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, seignorage on all materials and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification. (For Valve Chambers) as directed by the Departmental Authorities.

Quantity7

Rate-

Amount 47479.74

Construction of Physical Infrastructure;Supply and delivery of Bolts & Nuts with double washers including cost and conveyance of all materials to site of work,shallok/White lead etc.,for flanged joints excluding labour charges for fixing values. ( No.of Bolts for each valve 8 Nos. and total weight of Bolts 1.50 Kg./8 Nos.) as directed by the Departmental Authorities.

Quantity84

Rate-

Amount 10593.24

Construction of Physical Infrastructure;Supply and delivery of Rubber Packing including cost and conveyance of all materials to site of work etc., complete ( weight 0.44 Kgs. per joint .) as directed by the Departmental Authorities.

Quantity25.2

Rate-

Amount 2662.63

Construction of Physical Infrastructure;Supply and delivery of D.I. Double Flanged swing check type (Reflux Valves) Non Return Valves of 100 mm Dia. conforming to IS-5312 (Pts.1&2 with amendments upto date, if any) having body, cover, door, bearing holder with D.I., Hinge pipe, Door pin, door suspension pin with stainless steel (IS.6603), body seat ring, door face ring, bearing bushes, plugs for hinge pin with leaded tin bronze (IS.318), bolts, nuts with carbon steel, gaskets with rubber, hinges with cast steel inlcuding cost and conveyance of all materials to work site and loading, unloading, transportation etc., complete as directed by the Departmental Authorities as directed by the Departmental Authorities.

Quantity1

Rate-

Amount 18109.09

Construction of Physical Infrastructure;Supply ,delivery and fixing of 50 mm dia Gunmetal gate valve (GM Peet) as per IS-778 Class-I Indian make heavy type including cost and conveyance of all materials to work site, loading, unloading transportation charges etc., complete as directed by the Departmental Authorities as directed by the Departmental Authorities.

Quantity21

Rate-

Amount 78878.31

Construction of Physical Infrastructure;Lowering and Jointing the RCC S/S pipes carefully into the readymade trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead up to 500 meters including cost of rubber rings as 7 per BIS No. 783/198 (LAB-00603) of 800 mm dia

Quantity1500

Rate-

Amount 811215

Construction of Physical Infrastructure;Manufacture, Supply and Delivery of R.C.C. NP-2 800mm Dia. Socket and Spigot pipes conforming to B.I.S. 458/2003 (rate per meter of effective length) Excluding transportation etc., as directed by departmental authorities.

Quantity1500

Rate-

Amount 3825405

Quantity3.19

Rate-

Amount 230615.46

Construction of Physical Infrastructure;Kerb: Manufacture,supply and delivery of unplasticised 160mm dia PVC pipes for potable water supplies conforming to IS:4985/2000 include of transportation to the sub divisional stores anywhere in AP exculding excise duty and sales tax etc., (4kg/cm2)

Quantity148.75

Rate-

Amount 80783.15

Quantity1534.45

Rate-

Amount 476109.15

Quantity269.24

Rate-

Amount 1133769.64

Quantity5.09

Rate-

Amount 406626.1

Quantity9

Rate-

Amount 37899

Quantity0.91

Rate-

Amount 72697.4

Quantity4.22

Rate-

Amount 17770.42

Quantity2.67

Rate-

Amount 213298.96

Construction of Physical Infrastructure;Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost and conveyanceof all materials, all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc, complete for finished item of work and as directed by the Departmental authorities

Quantity119.48

Rate-

Amount 59512.99

Construction of Physical Infrastructure;Painting to new walls with approved water proof cement paint 2 coats over priming coat with approved exterior grade cement making 3 coats in all colours including cost of priming coat and cost and conveyance of all materials, labour charges etc; complete for finished item of work and as directed by the Departmental authorities

Quantity54.75

Rate-

Amount 12612.21

Construction of Physical Infrastructure;Supplying and fixing of RCC Cover of 22" Dia. of 3" thick with nominal reinforcement as directed by the department and hooks for lifting including cost and conveyance of all materials to work site and operational, incidental and all labour charges for fixing charges etc., complete for finished item of work.

Quantity2

Rate-

Amount 1506.54

Construction of Physical Infrastructure;Supply and erecting 3 Phase, 10.00 HP ISI make submersible pumpset confirming to IS 14220 : 1994 of Makes: Kirloskar / Crompton / Texmo / CRI / KSB/Lubi /PSG/ AryenVarshaof suitable for erection in open well with water resistant dynamically balanced impeller with stainless steel shaft sleeves, pump coupling and pivot with squirrel cage Induction Motor of 3 phase, 415V, 50Hz.., A.C.Supply, heavy copper windings with water proof insulation and high precision strength not to be effected by chemicals in water with suitable bronze bearings, 10 HP pump erected with necessary H-type clamps of suitable size and strength including cost of all materials, Transportation and labour charges etc., complete and as directed by the Departmental authorities(100%stand-bye)

Quantity2

Rate-

Amount 94831.04

Construction of Physical Infrastructure;Supply and run of 4 of 56/0.3mm (4.00Sq.mm) FR P.V.C. insulated flexible copper cableFRLS/FRLS-H/HFFR/ ZHFR PVC insulated 1100V grade as per IS.694/1990 specification for Copper Cable of Category-II of make V-Guard/Bonton /Finecab/ HPL / Million /Fortune Art / Sudhakar/Orbit/ Tamra/ Anchor/Plaza/ Vihan/Ollvin/Laser/Beljin/Rhino/ Standard / Vimal etc., including cost of cable, all materials and labour charges for fixing etc., complete as directed by the Department authorities.

Quantity50

Rate-

Amount 10508.5

Construction of Physical Infrastructure;Supply and Erection of PANEL MOUNTING 125-A, 4 Pole, 25-KA, MCCB adjustable of make L&T/Schneider/Siemens/Legrand/Hager confirms to IS/IEC 60847-2 having breaking capacity 35/36-KA with Thermal Magnetic setting/ Microprocessor based release arrangement with all connections etc., complete on existing Panel Board including cost and conveyance of all materials to work site and all labour charges etc., complete as directed by the departmental Authorities.

Quantity2

Rate-

Amount 24599.6

Construction of Physical Infrastructure;Supplying and fixing of approved make Automatic Star Delta Starter of make C&S/Crompton / L&T / Siemens/BCH suitable for 3 Phase, 415-V, 50 Hz Motor Pump set, suitable for 7.50 HP to 12.50 HP automatic Star Delta Starter Motor totally enclosed with over load protection and No-volt relay to complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete and as directed by the Departmental authorities

Quantity2

Rate-

Amount 36595.4

Construction of Physical Infrastructure;Supplying and fixing of 100mm Dia. B class G.I. Pipe properties and weight as per IS.1239 with fittings such as elbows, tees, couplings, nipples, plugs including excavation for trenches and refilling the trenches complete except for G.I. bends, unions and GI connectors with checkout and socket of Tata/Zenith make or equivalent etc., complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete for connecting Motor at Sump to Panel Board and as directed by the Departmental authorities

Quantity30

Rate-

Amount 25972.5

Construction of Physical Infrastructure;Supplying and fixing of 25mm Dia. Nominal dia G.I. Pipe Medium Grade properties and weight as per IS.1239 with fittings such as elbows, tees, couplings, nipples, plugs including excavation for trenches and refilling the trenches complete except for G.I. bends, unions and GI connectors with checkout and socket of Tata/Zenith make or equivalent etc., complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete. for sump railings and inside and outside ladders and as directed by the Departmental authorities

Quantity100

Rate-

Amount 30676

Construction of Physical Infrastructure;Providing Independent Earthing from Main switch Board for earth continuity with No.8, G.I wire including excavation of earth in all soils upto 5'-6'' depth below ground level of section 5'x2'x3' duly providing 40mm Dia G.I Pipe of 2mts, length using GI bolts&nuts and fixing earth wire including supply and fixing 1'-6'' dia 0'-8'' depth hume pipe ring and refilling the pit with 40 Kgs hard coke, 20Kgs salt and excavated earth including all labour charges etc., complete for finished item of work and as directed by the Departmental authorities

Quantity1

Rate-

Amount 4302.43

Quantity1.15

Rate-

Amount 4842.65

Construction of Physical Infrastructure;Plastering 12 mm thick Single coat with C.M. (1:3) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete for finished item of work etc., complete. for Ceiling as directed by the Departmental Authorities.

Quantity7.5

Rate-

Amount 2611.28

Construction of Physical Infrastructure;Plastering 12 mm thick Single coat with C.M. (1:4) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete. for Ceiling as directed by the Departmental Authorities.

Quantity64.62

Rate-

Amount 22011.51

Quantity12.54

Rate-

Amount 6246.17

Construction of Physical Infrastructure;Brick Masonry in C.M.(1:6) Prop. with Fly Ash cement solid blocks in size 290x225x140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials , and all labour charges,scaffolding, curing etc., complete with a compresive streangth not less than 50 kg/sqm for walls for Superstructure Walls as directed by the Departmental Authorities.

Quantity7.4

Rate-

Amount 45956.37

Quantity0.29

Rate-

Amount 23167.3

Construction of Physical Infrastructure;DOOR of SIZE 0.90 x 2.00 m:- Providing and fixing Door Frames fabricated from sections made of galvanized Stell powder coated (base steel as per IS-513, galvanized as per IS-277 with zinc of 120 grams/square meter), the factory made section are powder coated with pure polyester powder of 50-60 microns thick with total coated thickness of 1.25mm, size of Door Frame section of 105x60mm with a rebate of 38mm to accommodate 35mm thick Door Shutter with groove to insert gasket in the frame section, frame sectiion filled with polyurethane foam, cut to length and joined by way of welding each frame provided with :: (a) 2mm thick MS powder coated butt hinges of 100mm long - 3 Nos for Single Shutter, 6 Nos., for double shutter (b) CRCA electroplates stiffeners of 6 Nos - 3 in each vertical (c) 40mm x 200mm x 1.20mm hold fasts screwd to stiffeners - 6 Nos. with split end tail (d) Nylon Aldrops Receiver - 1 No. for Single shutter frame (e) Tie Road - 1 No. and supplying and fixing of Single Leaf Flush Door Shutter Solid bond Wood black Board type with Commercial ply on both faces of 30mm thick conforming to IS.2202 including cost of fixtures such as (i) 2 Nos.-250mm long M.S.powder coated Aldrops, (ii) 1 No.-250mm long 10mm Dia. M.S.Powder Coated Tower Bolt, (iii) 2 Nos.-125mm long M.S.powder coated Door Handles and (iv) 1 No. M.S.Powder coated Door Stopper and including cost and conveyance of all materials to work site and all labour charges etc., complete as directed by the departmental authorities

Quantity1

Rate-

Amount 7688.86

Construction of Physical Infrastructure;0.60 x 0.90 m Window::- Providing and Fixing of openable windows made of Pre-painted steel (base steel as per IS 513 of 0.58mm thick Galvanized as per IS 277 with zinc of 120 GSM ) primer coated with epoxy primer of 5-7 microns thick. finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer and section for outer frame of 48 x 50mm, centre mullion of 48 x 50 mm section for shutter of 48 x 25 mm and the fixed glass beading section should be 12 x 12mm and the outer frame and mullions to have rebate for glazed shutter with a 20mm provision for guard bars/grills and the sections cut to length metre joined with corner bracket, centre mullion fixed with mullion cap, handle, stay, 2 nos. of stairless steel heavy duty pivot hinges provided per shutter and windows fitted with 5mm thick plain float glass with rubber gaskets including fixing the frames in concrete/masonry wall by means of self expanding screws, including 10mm square guard bars with 6" (152.4mm) pitch etc., complete for finished item of work. (Single shutter window 2'0" x 4'0" (609.6mm x 1219.2mm). Outer frame section size of 48 x 50mm shutter frame section size of 48 x 25mm and as directed by the Departmental Authorities

Quantity1

Rate-

Amount 3522.84

Construction of Physical Infrastructure;Supply and fixing to Cement JALLIES 40mm thick including cost and conveyance of all materials and water to work site and all operational, incidental charges, fixing, laying and all labour charges, curing etc., complete for finished item of work as directed by the departmental authorities.

Quantity0.35

Rate-

Amount 102.2

Construction of Physical Infrastructure;Painting to Doors with primer and two coats with Synthetic enamel paint in all shades of Grade-I aprpoved brand and colour including cost and conveyance of all materials to work site and all operational, incidential and all labour charges such as sand paper, cleaning the surface, cost of brushes etc., complete for finished item of work as directed by the department (Three coats).

Quantity1.78

Rate-

Amount 323.46

Quantity64.62

Rate-

Amount 14885.86

Quantity2

Rate-

Amount 57214.24

Construction of Physical Infrastructure;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 150mm Dia. , including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete (pn-1.0 (MPa) as directed by the Departmental Authorities

Quantity3

Rate-

Amount 66137.55

Construction of Physical Infrastructure;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 100mm Dia. (Scour Valve) , including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete .(pn-1.0 (MPa) as directed by the Departmental Authorities

Quantity1

Rate-

Amount 14172.34

Quantity25

Rate-

Amount 93902.75

Quantity4

Rate-

Amount 51440.32

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities

Quantity2

Rate-

Amount 5662.58

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 160mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., Complete as directed by the Departmental Authorities

Quantity5

Rate-

Amount 7282.7

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.

Quantity3

Rate-

Amount 9812.94

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 160mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.

Quantity25

Rate-

Amount 43798.5

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 160mm x 140mm Dia. HDPE Reducers conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.

Quantity25

Rate-

Amount 21331.25

Quantity4

Rate-

Amount 2785.84

Quantity6

Rate-

Amount 2290.5

Quantity1

Rate-

Amount 18109.09

Construction of Physical Infrastructure;Lowering, Laying and Jointing of 200mm Dia.HDPE pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.

Quantity303.86

Rate-

Amount 30799.25

Construction of Physical Infrastructure;Lowering, Laying and Jointing of 160mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.

Quantity1343.75

Rate-

Amount 92221.56

Construction of Physical Infrastructure;Lowering, Laying and Jointing of 63mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.

Quantity336

Rate-

Amount 11205.6

Construction of Physical Infrastructure;Labour charges for Lowering and keeping in position of 200 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work.excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.

Quantity2

Rate-

Amount 1074.32

Construction of Physical Infrastructure;Labour charges for Lowering and keeping in position of 150 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work.excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.

Quantity3

Rate-

Amount 976.8

Construction of Physical Infrastructure;Labour charges for Lowering and keeping in position of 100 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work.excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.

Quantity1

Rate-

Amount 192.11

Quantity4

Rate-

Amount 2108.28

Quantity6

Rate-

Amount 2918.64

Quantity2

Rate-

Amount 632.66

Construction of Physical Infrastructure;Construction of 904.0 m (3'-0")Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 10 N/Sq. mm. Including plastering with CM(1:3)Prop. 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 904.00 mm (3'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, seignorage on all materials and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification.(FOR Valve Pits) as directed by the Departmental Authorities.

Quantity7

Rate-

Amount 47479.74

Quantity16.5

Rate-

Amount 2080.82

Quantity9.9

Rate-

Amount 1046.03

Quantity2

Rate-

Amount 1279.3

Quantity5

Rate-

Amount 1800.8

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of HDPE (PE-100 Grade) OD 63 mm Dia. HDPE End caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site, loading,unloading charges and including all taxes etc., complete for finished item of work.as directed by the Departmental Authorities.

Quantity4

Rate-

Amount 304.48

Quantity4

Rate-

Amount 1387.92

Quantity228

Rate-

Amount 38078.28

Quantity1036

Rate-

Amount 110644.8

Quantity336

Rate-

Amount 21759.36

Quantity17

Rate-

Amount 181460.21

Quantity25

Rate-

Amount 169570.5

Quantity2

Rate-

Amount 57214.24

Construction of Physical Infrastructure;Lowering of 200 C.I. / D.I. Pipes (all classes) and specials (fittings) with S/S ends carefully into trench and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply. (Reference to specifications. BIS No.3114/1994) complete as directed by the Departmental Authorities.

Quantity2500

Rate-

Amount 287850

Quantity2

Rate-

Amount 1074.32

Quantity2

Rate-

Amount 1054.16

Construction of Physical Infrastructure;Construction of 904.0 m (3'-0")Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 10 N/Sq. mm. Including plastering with CM(1:3)Prop. 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 904.00 mm (3'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, seignorage on all materials and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification.(FOR Valve Pits) as directed by the Departmental Authorities.

Quantity2

Rate-

Amount 13565.64

Quantity3

Rate-

Amount 378.33

Quantity1.8

Rate-

Amount 190.19

Construction of Physical Infrastructure;Labour charges for jointing 200mm dia C.I./D.I. pipes and fittings with rubber gasket (push-on-joint), including the cost of the gasket , filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 including cost and conveyance of all materials etc.,complete as directed by the Departmental Authorities.

Quantity417

Rate-

Amount 117439.71

Construction of Physical Infrastructure;Cutting open C.C road surface with concrete saw cutter and removal with breaker including cost of all labour and as directed by the Departmental authorities

Quantity7.2

Rate-

Amount 22806.65

Construction of Physical Infrastructure;Cutting Open B.T. Road surface (as well as asphalt concrete upto 75mm thick) including Water Bound macadam including cost of all labour and as directed by the Departmental authorities

Quantity10.8

Rate-

Amount 1120.28

Quantity5

Rate-

Amount 64300.4

Quantity5

Rate-

Amount 1734.9

Quantity3.9

Rate-

Amount 281943.56

Quantity314.64

Rate-

Amount 170874.69

Construction of Physical Infrastructure;Painting to kerb with approved Synthetic enamel paint 2 coats over priming coat with approved exterior grade cement paint making 3 coats in all colours including cost and conveyance of all materials, labour charges etc; complete for finished item of work (APSS No. 912)and as directed by the Department authorities

Quantity1887.84

Rate-

Amount 585759

Quantity396.47

Rate-

Amount 2113553.82

Quantity3.23

Rate-

Amount 258035.82

Quantity8.1

Rate-

Amount 43180.53

Quantity1.09

Rate-

Amount 87077.1

Quantity1400.75

Rate-

Amount 90712.57

Quantity336.4

Rate-

Amount 35927.52

Quantity30

Rate-

Amount 320223.9

Quantity20

Rate-

Amount 135656.4

Quantity2

Rate-

Amount 57214.24

Construction of Physical Infrastructure;Supply and delivery of "Resilient Seated Soft Sealing" 150 mm dia Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 excluding all taxes, duties and transportation. (PN -1.6Mpa)

Quantity3

Rate-

Amount 66137.55

Quantity1

Rate-

Amount 14172.34

Quantity1

Rate-

Amount 12860.08

Quantity2

Rate-

Amount 8647.64

Quantity2

Rate-

Amount 3503.88

Quantity7

Rate-

Amount 1359.96

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of 160mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding Excise duty,Sale Tax and speicals etc.,complete for finished item of work as directed by the Departmental Authorities.

Quantity5

Rate-

Amount 7282.7

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of 63mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding Excise duty,Sale Tax and speicals etc.,complete for finished item of work as directed by the Departmental Authorities.

Quantity9

Rate-

Amount 1544.04

Quantity2

Rate-

Amount 720.32

Quantity12

Rate-

Amount 913.44

Quantity2

Rate-

Amount 1392.92

Quantity6

Rate-

Amount 2290.5

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of 100mm Dia. M.S.Flange conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site, loading,unloading charges and including all taxes etc., complete for finished item of work. as directed by the Departmental Authorities.

Quantity4

Rate-

Amount 781.68

Quantity12

Rate-

Amount 1216.32

Quantity1050

Rate-

Amount 72061.5

Quantity1154.55

Rate-

Amount 38504.24

Quantity2

Rate-

Amount 1074.32

Quantity3

Rate-

Amount 976.8

Quantity1

Rate-

Amount 192.11

Quantity1

Rate-

Amount 346.98

Construction of Physical Infrastructure;Labour Charges for Fixing in position of Non Return Valves including Cost & conveyance of all materials to work site, nuts and bolts, rubber packing and white lead and all other charges etc., complete as per the direction of the department for finihsed item of work . as directed by the Departmental Authorities.

Quantity1

Rate-

Amount 192.11

Quantity2

Rate-

Amount 1054.14

Quantity2

Rate-

Amount 972.88

Quantity2

Rate-

Amount 632.66

Quantity7

Rate-

Amount 47479.74

Quantity82.77

Rate-

Amount 10438.12

Quantity24.64

Rate-

Amount 2603.46

Quantity1

Rate-

Amount 18109.09

Quantity22

Rate-

Amount 82634.42

Quantity4.24

Rate-

Amount 22603.14

Quantity2.56

Rate-

Amount 204511.36

Quantity119.48

Rate-

Amount 62578.84

Quantity54.75

Rate-

Amount 12612.21

Quantity2

Rate-

Amount 1506.54

Quantity2

Rate-

Amount 94831.04

Quantity50

Rate-

Amount 10508.5

Quantity3

Rate-

Amount 36899.4

Quantity2

Rate-

Amount 36595.4

Quantity30

Rate-

Amount 25972.5

Construction of Physical Infrastructure;Supplying and fixing of 25mm Dia. Nominal Bore G.I. Pipe Medium Grade properties and weight as per IS.1239 with fittings such as elbows, tees, couplings, nipples, plugs including excavation for trenches and refilling the trenches complete except for G.I. bends, unions and GI connectors with checkout and socket of Tata/Zenith make or equivalent etc., complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete. for sump railings and inside and outside ladders and as directed by the Departmental authorities

Quantity100

Rate-

Amount 30676

Construction of Physical Infrastructure;Providing Independent Earthing from Main switch Board for earth continuity with No.8, G.I wire including excavation of earth in hard gravel/hard desintegrated rock upto 5'-6'' depth below ground level of section 5'x2'x3' duly providing 40mm Dia G.I Pipe of 2mts, length using GI bolts&nuts and fixing earth wire including supply and fixing 1'-6'' dia 0'-8'' depth hume pipe ring and refilling the pit with 4 Kgs hard coke, 20Kgs salt and excavated earth including all labour charges etc., complete for finished item of work.

Quantity1

Rate-

Amount 4302.43

Quantity1.15

Rate-

Amount 6130.57

Quantity12.54

Rate-

Amount 6567.95

Quantity7.4

Rate-

Amount 46860.43

Quantity0.29

Rate-

Amount 23167.3

Quantity1

Rate-

Amount 7688.86

Quantity1

Rate-

Amount 3522.84

Quantity0.35

Rate-

Amount 102.2

Construction of Physical Infrastructure;Plastering 12mm thick in Single Coat in CM(1:3)Prop. with sponge finishing including cost and conveyance of all materials and water to site of work and all operational, incidental charges, scaffolding charges, hacking surface and all labour charges, curing etc.,complete for finished item of work to the required strength as directed by the dept.,for CEILING

Quantity7.5

Rate-

Amount 2748.75

Construction of Physical Infrastructure;Plastering 20mm thick in Single Coat in CM(1:4)Prop. with sponge finishing including cost and conveyance of all materials and water to site of work and all operational, incidental charges, scaffolding charges, hacking surface and all labour charges, curing etc., complete for finished item of work to the required strength as directed by the dept., for INTERNAL WALLS and EXTERNAL WALLS..

Quantity64.61

Rate-

Amount 31997.46

Quantity1.78

Rate-

Amount 323.46

Quantity64.61

Rate-

Amount 14883.56

Construction of Physical Infrastructure;Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per MORTH specification and as directed by the Engineer-in-Charge.

Quantity8750

Rate-

Amount 303975

Construction of Physical Infrastructure;Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MORTH & H and as directed by the Engineer-in-Charge.

Quantity8750

Rate-

Amount 64837.5

Construction of Physical Infrastructure;Providing and laying bituminous macadam with 40-60 TPH hot mix plant producing an average output of 75 tonnes/ 37.50 t per hour using crushed aggregates of grading-I premixed with bituminous binder V.G-10(80/100) @3.30% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction as per Tech. specification No. 504 MORTH etc., complete as directed by the Departmental authoritites.

Quantity437.5

Rate-

Amount 3493240.63

Construction of Physical Infrastructure;Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of grading-I, premixed with bituminous binder V.G-30 (60/70) @ 4.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects as directed by the Department authorities.

Quantity218.75

Rate-

Amount 2118832.19

Quantity3000

Rate-

Amount 304080

Quantity0.56

Rate-

Amount 40484.2

Quantity60

Rate-

Amount 32584.8

Quantity136.21

Rate-

Amount 42263.24

Quantity85.66

Rate-

Amount 351276.24

Quantity1.05

Rate-

Amount 83881.61

Quantity1.8

Rate-

Amount 7381.48

Quantity0.22

Rate-

Amount 17575.2

Quantity209.5

Rate-

Amount 13567.22

Quantity2

Rate-

Amount 21348.26

Quantity3

Rate-

Amount 20348.46

Quantity3

Rate-

Amount 85821.36

Construction of Physical Infrastructure;Supply and delivery of C.I. D/F Scour Valves of 150 mm Dia. conforming to IS 14846/2000 with amendments No.1 &2 heavy duty with CI grade FG 260 as per IS 210.Two coats of primer suitable for epozy paints finish shall be applied to all metal surface and finally two coats of Epoxy paint.The valve shall be tested for colsed end test against Hydrostatic test requirement of type P.N.I including cost and conveyance charges to work site loading & unloading and all other connected taxes etc., complete for finished item of work as directed by the Departmental Authorities.

Quantity1

Rate-

Amount 22045.85

Quantity1

Rate-

Amount 12860.08

Construction of Physical Infrastructure;Supply and delivery of D.I. D/F Specials as per specifications of IS No.,7181/1986, 5531/1988 & 3950/1979 inlcuding cost and conveyance loading unloading etc., complete as directed by the Departmental Authorities.

Quantity500

Rate-

Amount 67330

Quantity4

Rate-

Amount 3413

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of 90mm Dia. HDPE TEES conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding Excise duty,Sale Tax and speicals etc.,complete for finished item of work as directed by the Departmental Authorities.

Quantity2

Rate-

Amount 827.12

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of 90mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., but excluding Excise duty,Sale Tax and speicals etc.,complete for finished item of work as directed by the Departmental Authorities.

Quantity4

Rate-

Amount 1517.88

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of HDPE (PE-100 Grade) OD 90 mm Dia. HDPE End caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site, loading,unloading charges and including all taxes etc., complete for finished item of work.as directed by the Departmental Authorities.

Quantity8

Rate-

Amount 1018

Construction of Physical Infrastructure;Lowering, Laying and Jointing of 110mm Dia. HDPE Pipes by butt fusion welding as per IS:7634/Part-II/1975 as amended from time to time to the alighment and gradient and testing the pipe line to the required prpessure including cost and conveyance of all materials to work site & all operational, incidential and all labour charges etc.,complete for finished item of work as directed by the Departmental Authorities.

Quantity135.5

Rate-

Amount 6220.81

Quantity150.4

Rate-

Amount 5015.84

Construction of Physical Infrastructure;Lowering, Laying and Jointing of 32mm Dia. HDPE Pipes by butt fusion welding as per IS:7634/Part-II/1975 as amended from time to time to the alighment and gradient and testing the pipe line to the required prpessure including cost and conveyance of all materials to work site & all operational, incidential and all labour charges etc.,complete for finished item of work as directed by the Departmental Authorities.

Quantity30

Rate-

Amount 705.3

Quantity1

Rate-

Amount 537.16

Construction of Physical Infrastructure;Lowering and keeping in position of 150 mm Dia. SCOUR VALVE including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work as directed by the Departmental Authorities.

Quantity1

Rate-

Amount 325.6

Quantity1

Rate-

Amount 346.98

Quantity2

Rate-

Amount 1054.14

Quantity2

Rate-

Amount 972.88

Quantity3

Rate-

Amount 20348.46

Quantity36

Rate-

Amount 4539.96

Quantity10.8

Rate-

Amount 1141.13

Quantity1

Rate-

Amount 18109.09

Quantity6

Rate-

Amount 22536.66

Quantity4.24

Rate-

Amount 17387.48

Quantity2.56

Rate-

Amount 204511.36

Quantity119.48

Rate-

Amount 59929.97

Quantity54.75

Rate-

Amount 12612.21

Quantity2

Rate-

Amount 1506.54

Quantity2

Rate-

Amount 94831.04

Quantity50

Rate-

Amount 10508.5

Quantity3

Rate-

Amount 36899.4

Quantity2

Rate-

Amount 36595.4

Quantity30

Rate-

Amount 25972.5

Quantity100

Rate-

Amount 30676

Quantity1

Rate-

Amount 4302.43

Quantity1.15

Rate-

Amount 4715.94

Quantity7.4

Rate-

Amount 46079.28

Quantity0.29

Rate-

Amount 23167.3

Quantity1

Rate-

Amount 7688.86

Quantity1

Rate-

Amount 3522.84

Quantity0.35

Rate-

Amount 102.2

Quantity7.5

Rate-

Amount 2630.03

Quantity64.61

Rate-

Amount 30565.05

Quantity1.78

Rate-

Amount 323.46

Quantity64.61

Rate-

Amount 14883.56

Quantity12.57

Rate-

Amount 51547.31

Quantity5.37

Rate-

Amount 428994.53

Construction of Physical Infrastructure;Supplying and fixing of 8? SWG TEE junction of first class including cost and conveyance of all materials, air tight cement joints labour charges etc., complete.

Quantity4

Rate-

Amount 2149.6

Construction of Physical Infrastructure;Supplying & fixing 602 x 602 mm CI man hole frame and cover (light weight) 30 Kgs

Quantity4

Rate-

Amount 13018.48

Construction of Physical Infrastructure;Supplying and fixing of C.I. Single/ Double Socket soil pipes ISI marked conforming to IS:1729-1979 of reputed make with cement caulked joints and fixing as per site requirements including painting black with Japan paint and fixing with necessary wooden blocks fixed in the masonry walls in cement mortar (1½:1) and including fixing of M.S. clamps if necessary with required no. of Bombay nails etc., complete complete for Vent Pipe.

Quantity6

Rate-

Amount 6285.18

Construction of Physical Infrastructure;Manufacture as per company?s standard specification supply and delivery of encapsulated plastic steps for man holes anywhere in A.P.including cost of materials packing as per company?s standards, loading, transportation, unloading and stacking at site of work etc, complete but excluding taxes such as sales tax, C.E.D and others etc., as applicable.., complete for Septic Tank.

Quantity32

Rate-

Amount 6035.2

Quantity6

Rate-

Amount 64044.78

Quantity650

Rate-

Amount 44609.5

Quantity2

Rate-

Amount 144586.44

Construction of Physical Infrastructure;Laying PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to worksite and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing,etc., complete as directed by the Departmental authorities for Levelling course for Drains.

Quantity149.97

Rate-

Amount 579131.65

Quantity2.59

Rate-

Amount 206907.98

Quantity8.1

Rate-

Amount 31279.37

Quantity1.09

Rate-

Amount 87077.1

Quantity5

Rate-

Amount 19308.25

Quantity5

Rate-

Amount 399436.25

Quantity217

Rate-

Amount 107573.41

Quantity35

Rate-

Amount 8062.6

Quantity2

Rate-

Amount 1506.54

Quantity2

Rate-

Amount 94831.04

Quantity50

Rate-

Amount 10508.5

Quantity2

Rate-

Amount 24599.6

Quantity2

Rate-

Amount 36595.4

Quantity50

Rate-

Amount 43287.5

Quantity140

Rate-

Amount 42946.4

Quantity1

Rate-

Amount 4302.43

Quantity1.7

Rate-

Amount 6564.81

Quantity12.6

Rate-

Amount 6246.2

Quantity7.5

Rate-

Amount 46492.8

Quantity0.5

Rate-

Amount 39943.63

Quantity1

Rate-

Amount 7688.86

Quantity1

Rate-

Amount 3522.84

Quantity0.4

Rate-

Amount 116.8

Quantity7.5

Rate-

Amount 2598.6

Quantity64.7

Rate-

Amount 21929.42

Construction of Physical Infrastructure;Painting to New wood work with primer and two coats with Synthetic enamel paint in all shades of Grade-I aprpoved brand and colour including cost and conveyance of all materials to work site and all operational, incidential and all labour charges such as sand paper, cleaning the surface, cost of brushes etc., complete for finished item of work as directed by the department (Three coats).

Quantity1.8

Rate-

Amount 327.1

Quantity64.7

Rate-

Amount 14904.29

Quantity209

Rate-

Amount 34905.09

Quantity237

Rate-

Amount 25311.6

Quantity253

Rate-

Amount 16384.28

Construction of Physical Infrastructure;Construction of 904m (5'-0") Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 50 Kg/Sq.Cm.including plastering with CM(1:3)Prop., 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 1524mm (5'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification as directed by the Departmental authorities

Quantity10

Rate-

Amount 106741.3

Quantity7

Rate-

Amount 47479.74

Quantity3

Rate-

Amount 85821.36

Construction of Physical Infrastructure;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 100mm Dia. , including cost and conveyance of all materials to work site, loading, unloading traansportation charges and excluding all other connected taxes etc., complete.(pn-1.0 (MPa) as directed by departmental Authorities

Quantity4

Rate-

Amount 56689.36

Construction of Physical Infrastructure;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 100mm Dia. (Scour Valve) , including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete .(pn-1.0 (MPa) as directed by the Departmental Authorities

Quantity2

Rate-

Amount 28344.68

Quantity20

Rate-

Amount 75122.2

Quantity5

Rate-

Amount 64300.4

Quantity500

Rate-

Amount 67330

Quantity3

Rate-

Amount 8493.87

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 110mm Dia. HDPE BENDS conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc.,complete as directed by the Departmental Authorities.

Quantity3

Rate-

Amount 1506.54

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading,forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.

Quantity4

Rate-

Amount 13083.92

Quantity6

Rate-

Amount 10511.64

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 63mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading , forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.

Quantity4

Rate-

Amount 777.12

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 110mm x 125mm Dia. HDPE Reducers conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.

Quantity3

Rate-

Amount 1322.49

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 140mm x 160mm Dia. HDPE Reducers conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.

Quantity4

Rate-

Amount 3413

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 160mm x 180mm Dia. HDPE Reducers conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.

Quantity3

Rate-

Amount 3537.96

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of 200mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.

Quantity6

Rate-

Amount 4178.76

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of 110mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.

Quantity40

Rate-

Amount 7816.8

Quantity1

Rate-

Amount 18109.09

Construction of Physical Infrastructure;Lowering, Laying and Jointing of 200mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.

Quantity500

Rate-

Amount 50680

Construction of Physical Infrastructure;Lowering, Laying and Jointing of 110 mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.

Quantity394

Rate-

Amount 18088.54

Construction of Physical Infrastructure;Lowering, Laying and Jointing of 63 mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.

Quantity240

Rate-

Amount 8004

Quantity4

Rate-

Amount 2148.64

Construction of Physical Infrastructure;Lowering and keeping in position of 100 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work .excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.

Quantity10

Rate-

Amount 1921.1

Construction of Physical Infrastructure;Lowering and keeping in position of 100 mm Dia. Scour valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work .excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.

Quantity6

Rate-

Amount 1152.66

Quantity5

Rate-

Amount 1734.9

Construction of Physical Infrastructure;Labour charges for jointing 200mm dia sluice valve with falnged ends including cost of jointing material such as rubber insertion,white lead including filling with water with lead upto 500 metres and testing to required pressure complete(Reference to specifications BIS No.3114/94)

Quantity2

Rate-

Amount 1054.14

Construction of Physical Infrastructure;Labour charges for jointing 150mm dia sluice valve with falnged ends including cost of jointing material such as rubber insertion,white lead including filling with water with lead upto 500 metres and testing to required pressure complete(Reference to specifications BIS No.3114/94)

Quantity1

Rate-

Amount 486.44

Construction of Physical Infrastructure;Labour charges for jointing 100mm dia sluice valve with falnged ends including cost of jointing material such as rubber insertion,white lead including filling with water with lead upto 500 metres and testing to required pressure complete(Reference to specifications BIS No.3114/94)

Quantity1

Rate-

Amount 316.33

Construction of Physical Infrastructure;Plastering 12 mm thick Single coat with C.M. (1:4) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete for finished item work as directed by the Departmental Authorities.

Quantity26

Rate-

Amount 8812.44

Construction of Physical Infrastructure;Construction of 904.0 m (3'-0")Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 10 N/Sq. mm. Including plastering with CM(1:3)Prop. 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 904.00 mm (3'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, seignorage on all materials and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification.(FOR Valve Pits) as directed by the Departmental Authorities.

Quantity10

Rate-

Amount 67828.2

Quantity15

Rate-

Amount 1891.65

Construction of Physical Infrastructure;Supply and delivery of Rubber Packing 6mm thick including cost and conveyance of all materials to site of work etc., complete for D/F Joints

Quantity9

Rate-

Amount 950.94

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of 200mm Dia. HDPE End Caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.

Quantity2

Rate-

Amount 1279.3

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of 63mm Dia. HDPE End Caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.

Quantity5

Rate-

Amount 380.6

Quantity394.22

Rate-

Amount 214093

Quantity2108.22

Rate-

Amount 654138.5

Quantity72.22

Rate-

Amount 278888.36

Construction of Physical Infrastructure;Providing weep holes with 75 mm dia . Of required length with PVC pipe of make (Sudhakar/nandi/prince) conforming to IS 49851:2000 of 6.00 kg/sq cm pressure and bell mouth finishing at inlet including cost , all taxes and all labour charges for conveyance to site cutting into required sizes , placing in position maintaing slopes as diorected by engineer in charge etc.. inncluding metal spall backing x 30 cms size in rear complete for weep holes in all respects as per the specification and dirtection of engineer in charge for retaining walls. (RM)

Quantity1000

Rate-

Amount 173830

Quantity65.35

Rate-

Amount 5220631.79

Quantity3025.96

Rate-

Amount 104214.06

Quantity3025.96

Rate-

Amount 22240.81

Quantity151.3

Rate-

Amount 1021149.42

Quantity75.65

Rate-

Amount 616906.08

Construction of Physical Infrastructure;Laying of PCC work of mix (1:4:8) Prop.using 40mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and water to work site and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing and all other taxes etc., complete for Bed of Drains & Block Approach.

Quantity77

Rate-

Amount 297347.05

Quantity3

Rate-

Amount 239661.75

Construction of Physical Infrastructure;Supply and delivery of "Resilient Seated Soft Sealing" 200 mm dia Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 excluding all taxes, duties and transportation. (PN -1.6Mpa)

Quantity3

Rate-

Amount 107276.7

Construction of Physical Infrastructure;Supply and delivery of C.I. D/F AIR VALVES OF 50 mm Dia. conforming to IS 14846/2000 with amendments No.1 & 2 heavy duty with CI grade FG-260 as per IS 210.Two coats of primer suitable for epoxy paints finish shall be applied to all metal surface and finally two coats of Epoxy paint.The valve shall be tested for colsed end test against Hydrostatic test requirement of type PN-1 including cost and conveyance charges to work site loading & unloading and all other connected taxes etc., complete for finished item of work.

Quantity6

Rate-

Amount 96450.6

Construction of Physical Infrastructure;Supply and delivery of Centrifugally cast (spun) Ductile Iron specials confirming to IS:9523/2000 having dimensions as per table. The rates mentioned here under are for fittings, zinc coated externally with inside mortar lining (with finishing as per class 13/IS 9523/2000 (ex-words) including cost and conveyance of all materials to work site and inlcuding loading, unloading and all other connected taxes etc., complete for finished item of work.

Quantity1000

Rate-

Amount 134660

Construction of Physical Infrastructure;Lowering of 200mm Dia CI/DI Pipes (all classes) and specials (fittings) with flanged ends carefully into trench and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply. (Reference to specifications. BIS No.3114/1994)

Quantity4800

Rate-

Amount 552672

Quantity3

Rate-

Amount 1611.48

Construction of Physical Infrastructure;Lowering and keeping in position of 200 mm Dia. Scour Valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work .

Quantity1

Rate-

Amount 537.16

Construction of Physical Infrastructure;Jointing for 200mm Dia CI/DI pipes and fittings with rubber gasket (push-on-joint), excluding the cost of the gasket but including all sundries filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987

Quantity752

Rate-

Amount 211785.76

Construction of Physical Infrastructure;Labour charges for jointing DI pipes and valves with Double flanged ends including cost of jointing materials such as bolts, nuts, rubber insertion, white lead and including filling with water with a lead upto 500 Mts.and testing to required pressure including cost & conveyance of all materials to site of work and all other chrges etc.,complete for 200mm dia CI.Sluice Valve as directed by departmental Authorities

Quantity6

Rate-

Amount 3162.42

Quantity2

Rate-

Amount 13565.64

Quantity48

Rate-

Amount 6053.28

Construction of Physical Infrastructure;Supply and delivery of Rubber Packing including cost and conveyance of all materials to site of work etc.,complete (weight 0.44Kgs. per joint)

Quantity15.31

Rate-

Amount 1617.65

Quantity1.68

Rate-

Amount 121452.61

Quantity254.94

Rate-

Amount 1444365.12

Quantity8.65

Rate-

Amount 691024.71

Quantity10.8

Rate-

Amount 61187.51

Quantity0.96

Rate-

Amount 76691.76

Quantity5

Rate-

Amount 28327.55

Quantity5

Rate-

Amount 399436.25

Quantity217

Rate-

Amount 114630.25

Quantity35

Rate-

Amount 8062.6

Quantity2

Rate-

Amount 1506.54

Quantity2

Rate-

Amount 94831.04

Quantity50

Rate-

Amount 10508.5

Quantity2

Rate-

Amount 24599.6

Quantity2

Rate-

Amount 36595.4

Quantity50

Rate-

Amount 43287.5

Construction of Physical Infrastructure;Supplying and fixing of 25mm Dia. Nominal Bore G.I. Pipe Medium Grade properties and weight as per IS.1239 with fittings such as elbows, tees, couplings, nipples, plugs including excavation for trenches and refilling the trenches complete except for G.I. bends, unions and GI connectors with checkout and socket of Tata/Zenith make or equivalent etc., complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete for connecting Motor at Sump to Panel Board and as directed by the Departmental authorities

Quantity140

Rate-

Amount 42946.4

Quantity1

Rate-

Amount 4302.43

Quantity1.7

Rate-

Amount 9631.37

Quantity12.6

Rate-

Amount 6655.95

Quantity7.5

Rate-

Amount 47654.03

Quantity0.5

Rate-

Amount 39943.63

Quantity1

Rate-

Amount 7688.86

Quantity1

Rate-

Amount 3522.84

Quantity0.4

Rate-

Amount 116.8

Quantity7.5

Rate-

Amount 2772.83

Quantity64.7

Rate-

Amount 23431.75

Quantity1.8

Rate-

Amount 327.1

Quantity64.7

Rate-

Amount 14904.29

Quantity3

Rate-

Amount 85821.36

Construction of Physical Infrastructure;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 150mm Dia. , including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete (pn-1.0 (MPa) as directed by the Departmental Authorities

Quantity4

Rate-

Amount 88183.4

Construction of Physical Infrastructure;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 100mm Dia. , including cost and conveyance of all materials to work site, loading, unloading traansportation charges and excluding all other connected taxes etc., complete.(pn-1.0 (MPa) as directed by departmental authorities

Quantity2

Rate-

Amount 28344.68

Construction of Physical Infrastructure;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 100mm Dia. (Scour Valve) , including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete .(pn-1.0 (MPa) as directed by the Departmental Authorities

Quantity2

Rate-

Amount 28344.68

Quantity26

Rate-

Amount 97658.86

Quantity4

Rate-

Amount 51440.32

Quantity500

Rate-

Amount 67330

Quantity4

Rate-

Amount 11325.16

Quantity7

Rate-

Amount 10195.78

Quantity4

Rate-

Amount 2008.72

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading,forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.

Quantity3

Rate-

Amount 9812.94

Quantity3

Rate-

Amount 5255.82

Quantity3

Rate-

Amount 582.84

Quantity3

Rate-

Amount 1322.49

Quantity4

Rate-

Amount 3413

Quantity3

Rate-

Amount 3537.96

Quantity8

Rate-

Amount 5571.68

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of 160mm Dia. M.S. Flanges conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.

Quantity4

Rate-

Amount 1527

Quantity52

Rate-

Amount 10161.84

Quantity1

Rate-

Amount 18109.09

Quantity290

Rate-

Amount 29394.4

Quantity1123

Rate-

Amount 77071.49

Construction of Physical Infrastructure;Lowering, Laying and Jointing of 110mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.

Quantity290

Rate-

Amount 13313.9

Quantity312

Rate-

Amount 10405.2

Construction of Physical Infrastructure;Labour charges for Lowering and keeping in position of 250 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work.excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.

Quantity4

Rate-

Amount 3053.48

Quantity4

Rate-

Amount 2148.64

Construction of Physical Infrastructure;Lowering and keeping in position of 150 mm Dia. Sluice valve including conveyance of all materials to work site and nuts and bolts,rubber packing and shallock and all other charges etc., complete as per the direction of the department for finihsed item of work excluding cost of Jointing materials like bolts, nuts rubber insertion etc.,as directed by the Departmental Authorities.

Quantity8

Rate-

Amount 2604.8

Quantity4

Rate-

Amount 768.44

Quantity4

Rate-

Amount 768.44

Quantity4

Rate-

Amount 1387.92

Quantity2

Rate-

Amount 1054.14

Quantity1

Rate-

Amount 486.44

Quantity1

Rate-

Amount 316.33

Construction of Physical Infrastructure;Plastering 12 mm thick Single coat with C.M. (1:4) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete for finished item work as directed by the Departmental Authorities.

Quantity26

Rate-

Amount 9416.16

Construction of Physical Infrastructure;Construction of 904.0 m (3'-0")Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 10 N/Sq. mm. Including plastering with CM(1:3)Prop. 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 904.00 mm (3'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, seignorage on all materials and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification.(FOR Valve Pits) as directed by the Departmental Authorities.

Quantity10

Rate-

Amount 67828.2

Quantity15

Rate-

Amount 1891.65

Construction of Physical Infrastructure;Supply and delivery of Rubber Packing 6mm thick including cost and conveyance of all materials to site of work etc., complete for D/F Joints

Quantity9

Rate-

Amount 950.94

Quantity4

Rate-

Amount 2558.6

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of 160mm Dia. HDPE End Caps conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials loading,unloading, forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.

Quantity4

Rate-

Amount 1440.64

Quantity1

Rate-

Amount 76.12

Quantity296

Rate-

Amount 49434.96

Quantity440

Rate-

Amount 46992

Quantity312

Rate-

Amount 20205.12

Construction of Physical Infrastructure;Construction of 1524 m (5'-0") Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 50 Kg/Sq.Cm.including plastering with CM(1:3)Prop., 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 1524mm (5'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification as directed by the Departmental authorities

Quantity21

Rate-

Amount 224156.73

Quantity10

Rate-

Amount 67828.2

Quantity665.85

Rate-

Amount 361609.82

Quantity3560.85

Rate-

Amount 1104860.54

Construction of Physical Infrastructure;GIDDALURU Borewell-Drilling of Bore hole (which may be carried out by pilot bore hole) to a finished dia of 350/450 mm hole (for insertion of 160/175/200mm PVC Pipe/175/200mm PVC Blue casing pipe) by Rotary drilling rig in all formations suitable for Rotary drilling such as alluvium, Loamy, clayey, sandy, burled channels, highly disturbed and bouldary zones high sheared and fractured zones followed by jointed to massive soft, medium rock, all formations typical and suitable for rotary drilling etc. including insertion of casing pipe , couplings, cap, plug fixation, and including filling the peripheral gap with rebuIlled pebbled gravel packing, bore development, conducting yield test, and all other required in the fixation of pipes assembly etc. but excluding the cost of casing pipe, couplings, dummys, damps etc., as recommended by the departmental Geologist. The bore should be developed with compressor air until clear water free from sand and other materials continuously discharged. The size of gravel used for gravel packing should be as per 1SI specification used for rotary tube well. The pebbled gravel acking should be carried out in such a way that the theoretical quantity consumed completely. The entire work to be carried out as per I.S. 2800 Part - I & II of 1979 and including cost of all materials and all labour charges and excluding all taxes etc.,

Quantity1700

Rate-

Amount 2312000

Construction of Physical Infrastructure;Cost and supply of 175 mm dia. PVC blue casing pipe including transportation to the work site.

Quantity1700

Rate-

Amount 1963500

Construction of Physical Infrastructure;180mm dia. PVC Casing pipe perforation charge

Quantity610

Rate-

Amount 208620

Construction of Physical Infrastructure;Supply & Fixing of 180mm dia. PVC Bor Cap

Quantity10

Rate-

Amount 3150

Construction of Physical Infrastructure;Geological Survey charges excluding taxes for Plain Area

Quantity10

Rate-

Amount 13000

Construction of Physical Infrastructure;Supply and Transportation of 5 HP, 5-10 Stage, 5 star rated vertical Submersible Motor Pumpset, confirming to IS.8034 and motor confirming to IS.9283 with water proof winding, Pump shall be suitable for various delivery dead and dischage with stainles steel shaft, Motor suitable for wrking on 415V (+)/(-) 10%, Three Phase 50 Hz AC supply, etc., complete for 6" Bore Well. Makes: Kirloskar/Crompton/Texmo/ CRI/KSB/Lubi/PSG/ Aryen Varsha

Quantity20

Rate-

Amount 915977.8

Quantity2500

Rate-

Amount 525425

Quantity10

Rate-

Amount 122998

Construction of Physical Infrastructure;Supplying and fixing of approved make Semi Automatic Star Delta Starter fitted in CRCA sheet enclosure suitable for 3 Phase, 415-V, 50 Hz Motor Pump set, suitable for 7.50 HP to 12.50 HP automatic Star Delta Starter Motor totally enclosed with over load protection and No-volt relay to complete including cost and conveyance of all materials to work site, Transportation and all labour charges etc., complete.

Quantity10

Rate-

Amount 182977

Construction of Physical Infrastructure;GIDDALURU RO Plant - Supply, Delivery, Erection & Commissioning of RO based Drinking water plant 1000LPH. which consist of the followings 1. RAW WATER TRANSFER PUMP: Quantity required : One No. Material of construction : CI. Capacity : 1.5 m3/hr at 2.5kg/cm2, head-25 m. Make of material : Kirloskar/ CRI/Eqvt. 2.Dual midia FILTER: Numbers required : One No. Normal operating flow rate : 2.5m3/hr Size of unit Dia × Ht. mm : 14?×65? ,Material of construction : FRP,Normal operating pressure : 3.0kg /cm2,Tested Pressure: 11.0 kg/cm2,Max. pressure drop : 0.5kg/cm2 ,Flow control : Top mounted multi port valve ,Media : Graded silex &sand and activated carbon,Make : Waterlife/Pentair ,3. ANTISCALANT DOSING SYSTEM: No. required : One No. capacity of tank 100lts dosing pump-one number ,Type : Diaphragm type electronic pump, Capacity : 0-5 LPH, Make : E-dose.4.MICRON FILTER: Quantity required : Two No. Type : Disposable cartridge Operating flow rate : 2.5 m3/hr ,Operating pressure : 2.5 kg/cm2,Micron rating : 5 micron ,Type of cartridge : PP Wound ,MoC : Polycarbonate. 5. HIGH PRESSURE PUMP: Quantity required : One No. Operating flow rate : 2.5 m3/hr ,Operating pressure : 12-14 kg/cm 2 ,Make of pump : Sumo/CRI/Shakti . Type of drive : three phase, 440 V, 50 Hz 2900 rpm. 6. RO MENBRANE HOUSING: Quantity required : TWO No. Material of pressure tube : FRP 8040 Element capacity : 01 No. Max. working pressure : 300 psi Make : Waterlife 7. RO MENBRANE: Quantity required : four No. Dimensions : Dia-8?, Length?40? ,Working pressure : 180 psi Element : Spiral wound Membrane. Make :Filmtech dow(USA) /Eqvt. Pore size of semi-permeable membrane- 0.0001 micron diameters. 8. ELECTRICAL CONTROL PANEL ,Quantity required : One no. Material of construction : SS powder coated box make:L&T components, 9.U.V System. Instruments 1.pressure gauges(0.7kg/cm2):02 nos-100mm dia,L/AEqvt (0-15kg/cm2) : 02 Nos.-65mm dia, L/AEqvt.2. Flow meters-02 Nos. (One reject & One Permeate) 3.Pressure limiting Switches: 02 Nos. line mounted adjustable.piping:CPVC and UPVC

Quantity1

Rate-

Amount 168000

Construction of Physical Infrastructure;Supplying & laying of CPVC PIPES of 54.00mm OD Pipe SDR-11 and fittings or equal and for Hot & Cold confirming to IS.15778-2007 with malleable specials such as Tees, Elbows, Check nuts, unions, bushes etc., colvent cement including fixing in walls, ceiling floors including cost and conveyance of all materials to site of work and include for necessary excavation in all sorts of soils, chasing in the walls etc., refilling consolidation with the excavated earth and making bores in walls ceiling etc., and making good the chased surface in cement mortar and complete. When making a transition use metal threads fittings, including all taxes for finished item of work as directed by the department.

Quantity100

Rate-

Amount 57489

Construction of Physical Infrastructure;Supplying & laying of CPVC PIPES of 34.9mm OD Pipe SDR-11 and fittings or equal and for Hot & Cold confirming to IS.15778-2007 with malleable specials such as Tees, Elbows, Check nuts, unions, bushes etc., colvent cement including fixing in walls, ceiling floors including cost and conveyance of all materials to site of work and include for necessary excavation in all sorts of soils, chasing in the walls etc., refilling consolidation with the excavated earth and making bores in walls ceiling etc., and making good the chased surface in cement mortar and complete. When making a transition use metal threads fittings, including all taxes for finished item of work as directed by the department.

Quantity22

Rate-

Amount 5998.96

Construction of Physical Infrastructure;Supplying and fixing of 32mm N.B. size Gunmetal Gate (G.M.Peet) Valve as per IS.778, Class-I of Indian make heavy type including cost and conveyance of all materials to work site and all jointing materials, labour charges etc., complete for finished item of work as directed by the department.

Quantity6

Rate-

Amount 11391.06

Construction of Physical Infrastructure;Supplying and fixing of CP Long body bib cock fancy type deluxe heavy duty 12.70mm Dia. Indian make heavy duty of approved make including cost and conveyance of all materials to work site and all jointing materials, labour charges etc., complete for finished item of work.

Quantity5

Rate-

Amount 3255.05

Quantity10

Rate-

Amount 63538.7

Quantity1.37

Rate-

Amount 99041.71

Quantity161.98

Rate-

Amount 723448.03

Quantity5.52

Rate-

Amount 440977.62

Quantity7.2

Rate-

Amount 32157.22

Quantity0.56

Rate-

Amount 44736.86

Quantity3.96

Rate-

Amount 17686.47

Quantity2.23

Rate-

Amount 178148.57

Quantity75.54

Rate-

Amount 38081.22

Quantity29.91

Rate-

Amount 6890.07

Quantity2

Rate-

Amount 1506.54

Quantity2

Rate-

Amount 94831.04

Quantity50

Rate-

Amount 10508.5

Quantity2

Rate-

Amount 24599.6

Quantity2

Rate-

Amount 36595.4

Quantity30

Rate-

Amount 25972.5

Quantity105

Rate-

Amount 32209.8

Quantity1

Rate-

Amount 4302.43

Quantity1.65

Rate-

Amount 7369.36

Quantity12.54

Rate-

Amount 6321.66

Quantity7.4

Rate-

Amount 46168.3

Quantity0.42

Rate-

Amount 33552.65

Quantity1

Rate-

Amount 7688.84

Quantity1

Rate-

Amount 3522.84

Quantity0.35

Rate-

Amount 102.2

Quantity7.5

Rate-

Amount 2643.53

Construction of Physical Infrastructure;Plastering 12 mm thick Single coat with C.M. (1:4) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete. for Internal & External Walls as directed by the Departmental Authorities.

Quantity64.62

Rate-

Amount 22288.73

Quantity1.78

Rate-

Amount 323.46

Quantity64.62

Rate-

Amount 14885.86

Quantity4

Rate-

Amount 114428.48

Construction of Physical Infrastructure;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 100mm Dia. , including cost and conveyance of all materials to work site, loading, unloading traansportation charges and excluding all other connected taxes etc., complete.(pn-1.0 (MPa) as directed by departmental authorities.

Quantity2

Rate-

Amount 28344.68

Construction of Physical Infrastructure;Supply and delivery of " Resilient Seated Soft Sealing "Gate valve (Sluice valves) with body and bonet of Ducitle Iron GGG-40/SG-400/15 or GGG 50/SG-500/7 or equivalent as per I S1865, IS:3896-2, and Wedge fully rubber line with food grade quality grade -W 270 , grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the shaft and Seals of NBR. The Valves should be Vacume tight and 100% leak proof with face to face dimensions as BS:5163 type -A/IS:14846. All the valves should be with fusion bonded electrostatic powder coating both inside and outside (Min 250 microns)-RAL5005 with Packet Less straight through body passage conforming to design standards of DIN-3202 F4/BS:5163 Type A flange drilling as per IS-1538 D.I. Double Flanged Sluice Valves of 100mm Dia. (Scour Valve) , including cost and conveyance of all materials to work site, loading, unloading transportation charges and excluding all other connected taxes etc., complete .(pn-1.0 (MPa) as directed by the Departmental Authorities

Quantity6

Rate-

Amount 85034.04

Quantity19

Rate-

Amount 71366.09

Quantity6

Rate-

Amount 77160.48

Quantity500

Rate-

Amount 67330

Quantity3

Rate-

Amount 8493.87

Quantity6

Rate-

Amount 3013.08

Construction of Physical Infrastructure;Manufacture, Supplying and delivery of OD 200mm Dia. HDPE TEEs conforming to IS.4984-1995 including transportation charges to work site and including cost and conveyance of all materials to work site and loading,unloading,forwarding charges, labour charges etc., complete as directed by the Departmental Authorities.

Quantity3

Rate-

Amount 9812.94

Quantity6

Rate-

Amount 1165.68

Quantity3

Rate-

Amount 1322.49

Quantity4

Rate-

Amount 3413

Quantity3

Rate-

Amount 3537.96

Quantity8

Rate-

Amount 5571.68

Quantity38

Rate-

Amount 7425.96

Quantity1

Rate-

Amount 18109.09

Quantity239

Rate-

Amount 24225.04

Construction of Physical Infrastructure;Lowering, Laying and Jointing of 110mm Dia. HDPE Pipes by but fusion welding as per IS.7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including cost and conveyance of all materials to work site and all operational, incidential and all labour charges etc., complete as directed by the Departmental Authorities.

Quantity787

Rate-

Amount 36131.17

Quantity228

Rate-

Amount 7603.8

Quantity6

Rate-

Amount 4580.22

Quantity4

Rate-

Amount 2148.64

Quantity4

Rate-

Amount 768.44

Quantity12

Rate-

Amount 2305.32

Quantity5

Rate-

Amount 1734.9

Quantity4

Rate-

Amount 2108.28

Quantity4

Rate-

Amount 1945.76

Quantity4

Rate-

Amount 1265.32

Construction of Physical Infrastructure;Plastering 12 mm thick Single coat with C.M. (1:4) Prop. with smooth finishing including cost and conveyance of all materials and water to work site and all operational, incidental charges and all labour charges, hacking surface, scaffolding, leads, lifts , curing etc., complete for finished item work as directed by the Departmental Authorities.

Quantity29

Rate-

Amount 10002.68

Construction of Physical Infrastructure;Construction of 904.0 m (3'-0")Dia. Solid block Masonry INSPECTION CHAMBER as per IS.4111, Part-I-1986 with CM(1:6)Prop. Fly-Ash blocks of 225mm thick from approved source having a minium crushing strength of 10 N/Sq. mm. Including plastering with CM(1:3)Prop. 1/2" thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 904.00 mm (3'-0") in all sorts of soils (excluding rock) and laying CC(1:4:8) Prop. 150mm thick using 40mm HBG metal and PCC(1:2:4)Prop. benching and channel 100mm thick as per standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site of work, seignorage on all materials and all operational, incidental, labour charges like mixing cement mortar, construcing masonry, lift charges, curing etc., complete for finished item of work as per standard specification.(FOR Valve Pits) as directed by the Departmental Authorities.

Quantity11

Rate-

Amount 74611.02

Quantity17

Rate-

Amount 2143.87

Construction of Physical Infrastructure;Supply and delivery of Rubber Packing 6mm thick including cost and conveyance of all materials to site of work etc., complete for D/F Joints

Quantity10

Rate-

Amount 1056.6

Quantity4

Rate-

Amount 2558.6

Quantity4

Rate-

Amount 304.48

Quantity188

Rate-

Amount 31397.88

Quantity95

Rate-

Amount 10146

Quantity455

Rate-

Amount 29465.8

Quantity7

Rate-

Amount 74718.91

Quantity11

Rate-

Amount 74611.02

Construction of Physical Infrastructure;Manufacture,supply and delivery of unplasticised 160mm dia PVC pipes for potable water supplies conforming to IS: 4985/2000 include of transportation to the sub divisional stores anywhere in AP exculding excise duty and sales tax etc., (at 15 mt interval)

Quantity408.48

Rate-

Amount 221837.32

Quantity2184.48

Rate-

Amount 677800.45

Construction of Physical Infrastructure;KANIGIRI Borewell-Drilling of Bore hole (which may be carried out by pilot bore hole) to a finished dia of 350/450 mm hole (for insertion of 160/175/200mm PVC Pipe/175/200mm PVC Blue casing pipe) by Rotary drilling rig in all formations suitable for Rotary drilling such as alluvium, Loamy, clayey, sandy, burled channels, highly disturbed and bouldary zones high sheared and fractured zones followed by jointed to massive soft, medium rock, all formations typical and suitable for rotary drilling etc. including insertion of casing pipe , couplings, cap, plug fixation, and including filling the peripheral gap with rebuIlled pebbled gravel packing, bore development, conducting yield test, and all other required in the fixation of pipes assembly etc. but excluding the cost of casing pipe, couplings, dummys, damps etc., as recommended by the departmental Geologist. The bore should be developed with compressor air until clear water free from sand and other materials continuously discharged. The size of gravel used for gravel packing should be as per 1SI specification used for rotary tube well. The pebbled gravel acking should be carried out in such a way that the theoretical quantity consumed completely. The entire work to be carried out as per I.S. 2800 Part - I & II of 1979 and including cost of all materials and all labour charges and excluding all taxes etc.,

Quantity850

Rate-

Amount 1156000

Construction of Physical Infrastructure;Cost and supply of 175 mm dia. PVC blue casing pipe including transportation to the work site.

Quantity850

Rate-

Amount 981750

Construction of Physical Infrastructure;180mm dia. PVC Casing pipe perforation charge

Quantity850

Rate-

Amount 290700

Construction of Physical Infrastructure;Supply & Fixing of 180mm dia. PVC Bor Cap

Quantity5

Rate-

Amount 1575

Construction of Physical Infrastructure;Geological Survey charges excluding taxes for Plain Area

Quantity5

Rate-

Amount 6500

Quantity5

Rate-

Amount 228994.45

Quantity975

Rate-

Amount 204915.75

Quantity5

Rate-

Amount 61499

Quantity5

Rate-

Amount 91488.5

Construction of Physical Infrastructure;Kanigiri - RO Plant - Supply, Delivery, Erection & Commissioning of RO based Drinking water plant 500LPH. which consist of the followings 1. RAW WATER TRANSFER PUMP: Quantity required : One No. Material of construction : CI. Capacity : 1.5 m3/hr at 2.5kg/cm2, head-25 m. Make of material : Kirloskar/ CRI/Eqvt. 2. MULTI-GRADE FILTER: Numbers required : One No. Normal operating flow rate : 1.0m3/hr Size of unit Dia × Ht. mm : 12?×48? ,Material of construction : FRP,Normal operating pressure : 3.0kg /cm2,Tested Pressure: 11.0 kg/cm2,Max. pressure drop : 0.5kg/cm2 ,Flow control : Top mounted multi port valve ,Media : Graded silex &sand,Make : Waterlife/Pentair ,3. ACTIVATED CARBON FILTER: Numbers required : One No. Normal operating flow rate : 1.0m3/hr ,Size of unit dia × Ht. mm : 12×48 ,Material of construction : FRP ,Normal operating pressure : 2.5 kg/cm2,Max. Pressure Drop : 0.5 kg/cm2 Flow control : Top mounted multi-port valve ,Media : Activated Carbon ,Activated Carbon Make : VBD/Eqvt. Make: Waterlife/Pentair,4. ANTISCALANT DOSING SYSTEM: No. required : One No. ,Type : Diaphragm type electronic pump Capacity : 0-5 LPH Make : E-dose / HITECH 5.MICRON FILTER: Quantity required : Two No. Type : Disposable cartridge Operating flow rate : 1.0 m3/hr ,Operating pressure : 2.5 kg/cm2,Micron rating : 5 micron ,Type of cartridge : PP Wound ,MoC : Polycarbonate. 6. HIGH PRESSURE PUMP: Quantity required : One No. Operating flow rate : 1.5 m3/hr ,Operating pressure : 12-14 kg/cm 2 ,Make of pump : Sumo/CRI/Eqvt. Type of drive : Single phase, 230 V, 50 Hz 2900 rpm. 7. RO MENBRANE HOUSING: Quantity required : TWO No. Material of pressure tube : FRP 4040 Element capacity : 02 No. Max. working pressure : 300 psi Make : Waterlife 8. RO MENBRANE: Quantity required : Two No. Dimensions : Dia-4?, Length?40? ,Working pressure : 180 psi Element : Spiral wound Membrane. Make : /HITECH /Eqvt. Pore size of semi-permeable membrane- 0.0001 micron diameters. 9. ELECTRICAL CONTROL PANEL ,Quantity required : One no. Material of construction : SS with powder coating, skid mount. Electrical components make : L&T/Siemens/Havell?s. 10.U.V System.11.Ozen nessed.Instruments 1.pressure gauges(0.7kg/cm2):02 nos-100mm dia,L/AEqvt (0-15kg/cm2) : 02 Nos.-65mm dia, L/AEqvt. 2. Flow meters-02 Nos. (One reject & One Permeate) 3.Pressure limiting Switches: 02 Nos. line mounted adjustable. 4. Conductivity meter: panel mounted online, Digital.

Quantity1

Rate-

Amount 125000

Quantity100

Rate-

Amount 57489

Quantity22

Rate-

Amount 5998.96

Quantity6

Rate-

Amount 11391.06

Quantity5

Rate-

Amount 3255.05

Quantity10

Rate-

Amount 62389.6

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Andhra Pradesh Township And Infrastructure Development Corporation Tender

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