Andhra Pradesh Township And Infrastructure Development Corporation Tender

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Andhra Pradesh Township And Infrastructure Development Corporation - APTIDCO Tender

Civil And Construction

Civil Works Others

Construction Works

Anantapur, Andhra Pradesh

Opening Date2 Feb 2022

Closing Date14 Mar 2022

Tender Amount₹ 50,98,45,994

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Construction Of Physical Infrastructure Such As Internal Roads Storm Water Drains Water Supply Sewerage Network Court Yard Filling Etc In The Approved Layouts At Tadipatr (ii) Dharmavaram Pamidi Gooty Hindupur Puttaparthi And Kadiri Ulbs Of Anantapur District Andhra Pradesh Under Ahp-pmay-hfa (u) With 2 Years Defect Liability Period Under Lump Sum Contract (percentage Tender)- Phase-ii

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Tender Id
475340
Bid Award Id
View
Tender No
02/APTIDCO/KNL/2021-22, DT.30-01-2022
Tender Authority
Andhra Pradesh Township And Infrastructure Development Corporation View
Purchaser Address
-
Website
http://https://www.aptidco.com/

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Document-1678.6 kBPhase-II Minutes-N...Phase-II Minutes-NEW.pdf

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s2;Construction of granular sub-base by providing Well graded material for grading III mixing in a Mechanical Mix Plant at OMC carriage mixed material to work site spreading in uniform layers with motor grader on prepared surface and compacting with 80-100 kN Vibratory Roller to achieve the desired density, complete as per Technical Specification of MORTH.

Quantity3104.81

Rate-

Amount 5037647.37

s2;Providing, laying, spreading and compacting graded WMM aggregate to wet mix macadam specification including cost, seigniorage of all material and including premixing the material with water at OMC in mechanical mixer Plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base course on well prepared surface and compacting with Vibratory roller of 8 to 10 to achieve the desired density etc., as directed by the Engineer-in-Charge and as per MORTH & H Specification for finished item of work.

Quantity3731.18

Rate-

Amount 9170979.26

s2;Construction of un-reinforced, dowel jointed at expansion and construction joint only, Design Mix M30 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 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.cc pavement

Quantity2924.16

Rate-

Amount 18309691.19

s2;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 Approaches.

Quantity353.66

Rate-

Amount 2098135.99

s2;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.

Quantity196.67

Rate-

Amount 15390940.61

s2;DRAINS Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Foundation of RCC Storm Water Drains.

Quantity2942.5

Rate-

Amount 340800.35

s2;Filling Sand for Culvert 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.

Quantity689.7

Rate-

Amount 667640.69

s2;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.

Quantity459.8

Rate-

Amount 1943836.69

s2;P.C.C. work of mix M15 Prop. 40 mm graed graded hard granite machine crushed metal incluidng cost and conveyance of all materials and water to work site and all labour charges, , laying, curing etc., complete for Drain BED.(1:2.5:5)

Quantity459.8

Rate-

Amount 2459375.27

s2;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.

Quantity679.29

Rate-

Amount 5384487.29

s2;VRCC. M20 grade Nominal 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 Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work.,for precast Slabs of Drains.

Quantity203.15

Rate-

Amount 1388434.77

s2;Providing High Yield Strenth Deformed STEEL bars/TMT (Fe.415 Grade as per IS1786- 1985 and Fe.250 grade as per IS.432 and as amended upto date) of different of diameters including labour charges for cutting, bending to required size, shapes, placing in position with cover blocks of approved materials and size and tying firmly with M.S.Binding wire of 20 SWG forming grills for reinforce- ment work as per approved designs and drawings including cost and conveyance of mild steel bars, including all wastage, such as over laps, welding joints, chairs, space bars and all incidental, Operational labour charges, including sales and other taxes on all materials etc., complete for finished item of work in all floors (payment will be made on the basis of wieght of fabrication deformed bars only) (No re-rolled steel shall be allowed) complete for (8mm to 40mm).

Quantity8.13

Rate-

Amount 668551.78

s2;CULVERT Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Culverts.

Quantity23.4

Rate-

Amount 2710.19

Quantity23.4

Rate-

Amount 22651.58

s2;PCC(1:4:8)Prop.with 40mm guage graded hard broken granite machine crushed metal including cost and conveyance of all materials and water to work site and all operational, incidental, labour charges for laying, tamping, curing machine mixing, seigniorage etc., complete for Bed of Culverts.

Quantity15.6

Rate-

Amount 65950.09

s2;Laying PCC work of mix (1:3:6) Prop.using 20mm gauge hard broken granite machine crushed metal including cost and conveyance of all materials and all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing, seigniorage charges and all other taxes etc., complete for Drains Bed .

Quantity15.6

Rate-

Amount 83441.18

Quantity56.16

Rate-

Amount 445160.1

s2;RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 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 Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering (Slab)

Quantity18.86

Rate-

Amount 127406.51

Quantity1.13

Rate-

Amount 93120.06

s2;Supplying of classOD of 347 pipe SN 8 Double wall Corrogated (External annual corrugated &smooth internal wall) (DWC) piping system in accordance with IS 16098 (part-2) and conveying to work site rolling and lowering in to trenches,laying true to line and level and perfect linking at joints,testing and commissioning,including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing with all labour,all lead &lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc.,complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing)

Quantity367

Rate-

Amount 555817.83

s2;Supplying of classOD of 295 pipe SN 8 Double wall Corrogated (External annual corrugated &smooth internal wall) (DWC) piping system in accordance with IS 16098 (part-2) and conveying to work site rolling and lowering in to trenches,laying true to line and level and perfect linking at joints,testing and commissioning,including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing with all labour,all lead &lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc.,complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing)

Quantity181

Rate-

Amount 205930.94

s2;Supplying of classOD of 235 pipe SN 8 Double wall Corrogated (External annual corrugated &smooth internal wall) (DWC) piping system in accordance with IS 16098 (part-2) and conveying to work site rolling and lowering in to trenches,laying true to line and level and perfect linking at joints,testing and commissioning,including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing with all labour,all lead &lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc.,complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing)

Quantity171

Rate-

Amount 124689.78

s2;Supplying of class OD of 180 pipe SN 8 Double wall Corrogated (External annual corrugated &smooth internal wall) (DWC) piping system in accordance with IS 16098 (part-2) and conveying to work site rolling and lowering in to trenches,laying true to line and level and perfect linking at joints,testing and commissioning,including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing with all labour,all lead &lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc.,complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing)

Quantity2221

Rate-

Amount 1141571.79

s2;Construction of 3'-0" dia.(1524mm)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., 12mm thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 3'-0" (1524mm) 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.

Quantity61

Rate-

Amount 413752.02

s2;Construction of 3'-0" dia.(1524mm)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., 12mm thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 5'-0" (1524mm) 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.

Quantity62

Rate-

Amount 661796.06

s2;Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Foundation of Buildings.

Quantity1783.29

Rate-

Amount 206540.65

Quantity343

Rate-

Amount 332034.36

s2;Manufacture, Supplying and delivery of 160mm 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 ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work.

Quantity290

Rate-

Amount 209881.7

s2;Manufacture, Supplying and delivery of 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 ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work.

Quantity2965

Rate-

Amount 1027461.45

s2;Manufacture, Supplying and delivery of 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 ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work.

Quantity584

Rate-

Amount 66354.08

s2;Supply and delivery of D.I.D/F SLUICE VALVES OF 200mm Dia. conforming to IS 14846/2000 with amendments No.1 & 2 heavy duty with D.I 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.

Quantity2

Rate-

Amount 57214.24

s2;Supply and delivery of D.I. D/F Sluice valves of 150 mm Dia. conforming to IS 14846/2000 with amendments No.1 & 2 heavy duty with D.I 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 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.

Quantity2

Rate-

Amount 44091.7

s2;Supply and delivery of D.I. D/F Sluice valves of 100 mm Dia. conforming to IS 14846/2000 with amendments No.1 & 2 heavy duty with D.I 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 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.

Quantity12

Rate-

Amount 170068.08

s2;Supply and delivery of 50 mm dia Gunmetal gate valve (GM Peet) as per IS-778 Class-I Indian make heavey type

Quantity73

Rate-

Amount 274196.03

s2;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 ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work

Quantity2

Rate-

Amount 2913.08

s2;Manufacture, Supplying and delivery of 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., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work

Quantity2

Rate-

Amount 1004.36

s2;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 ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work

Quantity2

Rate-

Amount 3503.88

s2;Manufacture, Supplying and delivery of 110mm 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 ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work.

Quantity18

Rate-

Amount 8814.06

s2;Manufacture, Supplying and delivery of 200mm Dia. M.S. FLANGES for jointing 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 ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work.

Quantity4

Rate-

Amount 2785.84

s2;Manufacture, Supplying and delivery of 160mm Dia. M.S. FLANGES for jointing 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 ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work

Quantity4

Rate-

Amount 1527

s2;Manufacture, Supplying and delivery of 110mm Dia. M.S. FLANGES for jointing 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 ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work.

Quantity36

Rate-

Amount 7035.12

s2;Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, inD.Idental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for finished item of work for Water Supply Main Lines.

Quantity3280.09

Rate-

Amount 379899.44

s2;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 (APSS No.309 & 310).

Quantity396.51

Rate-

Amount 383828.06

s2;Lowering, Laying and Jointing of 160mm Dia. D.I 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 and all operational, inD.Idential and all labour charges etc., complete for finished item of work.

Quantity290

Rate-

Amount 19902.7

s2;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 and all operational, inD.Idential and all labour charges etc., complete for finished item of work.

Quantity2965

Rate-

Amount 136123.15

s2;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 and all operational, inD.Idential and all labour charges etc., complete for finished item of work.

Quantity584

Rate-

Amount 19476.4

s2;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 .

Quantity2

Rate-

Amount 1074.34

s2;Lowering and keeping in position of 150 mm Dia. Sluice Valve including 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 .

Quantity2

Rate-

Amount 651.22

s2;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 .

Quantity2

Rate-

Amount 384.22

s2;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 .

Quantity2

Rate-

Amount 384.22

s2;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 and including cost and conveyance of all materials to site of work and all other chrges etc.,complete for 200mm dia D.I. Sluice Valve.

Quantity4

Rate-

Amount 2107.72

s2;Labour charges for jointing DI pipes and valves with Double flanged ends including boring the main threading the bore and fixing nipple etc., excluding the cost of rubber insertions, bolts & nuts, Air Valves & Flanged tail piece etc., and including cost and conveyance of all materials to site of wo and all other chrges etc.,complete for 80mm Dia. Air Valve.

Quantity1

Rate-

Amount 346.98

Quantity4

Rate-

Amount 1945.76

s2;Labour charges for jointing D.I pipes and valves with flanged ends excluding cost and joints materials such as bolts, nuts rubber packing, whilte lead including filling with water conveyance and all other chrges etc.,complete for 100mm Dia. Sluice Valve.

Quantity18

Rate-

Amount 5952.78

Quantity4

Rate-

Amount 1322.84

s2;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)

Quantity16

Rate-

Amount 108525.12

s2;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., for finished item of work inclusive of all taxes etc., complete

Quantity120

Rate-

Amount 40990.8

s2;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.)

Quantity24

Rate-

Amount 3026.4

s2;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 .)

Quantity14.4

Rate-

Amount 1521.22

s2;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 to work site and loading,unloading , forwarding charges, labour charges etc., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work.

Quantity2

Rate-

Amount 720.32

s2;Supplying and delivery of 110mm 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 and loading,unloading , forwarding charges, labour charges etc., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work.

Quantity9

Rate-

Amount 1308.87

s2;RCC STORM WATER OUT FALL DRAINS : Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Foundation of RCC Storm Water Drains.

Quantity156.75

Rate-

Amount 18154.79

Quantity24.75

Rate-

Amount 23958.5

Quantity16.5

Rate-

Amount 69754.91

Quantity16.5

Rate-

Amount 88255.09

Quantity36

Rate-

Amount 285359.04

Quantity2.25

Rate-

Amount 15377.69

Quantity0.09

Rate-

Amount 7404.59

s2;PAMIDI ROADS Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Road works.

Quantity2846.08

Rate-

Amount 329632.99

s2;Formation of embankment with 50% of Gravel and 50% Of Sand and Spreading in uniform layers sectioning and consolidation with Static Road Roller 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.)

Quantity2861.9

Rate-

Amount 1833390.38

s2;Forming embankment with 50% of Gravel and 50% 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

Quantity2824.5

Rate-

Amount 1568162.4

Quantity2211.94

Rate-

Amount 2300307

Quantity3896.76

Rate-

Amount 7206473.11

Quantity3011.85

Rate-

Amount 17116956.39

Quantity224.85

Rate-

Amount 1203918.32

Quantity194.2

Rate-

Amount 15197862.06

Quantity3313

Rate-

Amount 383711.66

Quantity726.6

Rate-

Amount 455727.28

Quantity484.4

Rate-

Amount 1775854

Quantity484.4

Rate-

Amount 2301401.81

Quantity764.05

Rate-

Amount 5617197.25

Quantity193.02

Rate-

Amount 1108718.46

Quantity7.72

Rate-

Amount 635214.69

s2;CULVERTS Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Culverts.

Quantity9.75

Rate-

Amount 1129.25

Quantity9.75

Rate-

Amount 6115.25

Quantity6.5

Rate-

Amount 23829.59

Quantity6.5

Rate-

Amount 30881.73

Quantity23.4

Rate-

Amount 172033.79

Quantity7.86

Rate-

Amount 50623.35

Quantity0.47

Rate-

Amount 38800.03

s2;SEWAGE LINES Supplying of class OD of 460 pipe SN 8 Double wall Corrogated (External annual corrugated &smooth internal wall) (DWC) piping system in accordance with IS 16098 (part-2) and conveying to work site rolling and lowering in to trenches,laying true to line and level and perfect linking at joints,testing and commissioning,including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing with all labour,all lead &lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc.,complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing)

Quantity200

Rate-

Amount 547716

Quantity200

Rate-

Amount 302898

Quantity166

Rate-

Amount 188864.84

Quantity1150

Rate-

Amount 838557

Quantity720

Rate-

Amount 370072.8

Quantity46

Rate-

Amount 312009.72

s2;Construction of 3'-0" dia.(1524mm)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., 12mm thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 5'-0" (1524mm) 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.

Quantity46

Rate-

Amount 491009.98

Quantity1924.32

Rate-

Amount 222874.74

Quantity295.66

Rate-

Amount 185442.62

s2;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 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.

Quantity300

Rate-

Amount 8073000

s2;GLSR /SUMP - 100 KL Capacity: Earth work excavation for foundations and deposting on bank with an initial lead of 10 Mts. and lift of 2 Mts. in sand or loose soils, wet sand not under water, silt in canals, channels and drains etc., and including all operational incidental labour charges such as shoring sheeting, planking, strutting etc., complete for finished item of work.

Quantity135.64

Rate-

Amount 15709.59

s2;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

Quantity7.54

Rate-

Amount 4726.62

s2;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 all operational, incidental, labour charges, machine mixing, laying, levelling, tamping, curing, seigniorage charges and all other taxes etc., complete for Bed of Foundations.

Quantity7.54

Rate-

Amount 27627.65

s2;VRCC. M20 grade design mix concrete corresponding to IS-456 using WEIGH BATCHER / MIXER with 20mm and 12.50mm 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 Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of workt.,for GLSR BOTTOM SLABS.

Quantity11.86

Rate-

Amount 75444.13

Quantity13.83

Rate-

Amount 214680.76

Quantity1.71

Rate-

Amount 18848.78

Quantity1.62

Rate-

Amount 24953

s2;Providing High Yield Strenth Deformed STEEL bars / TMT (Fe.415 Grade & Fe.500 Grade as per IS1786 and as amended upto date) of different of diameters including labour charges for cutting, bending to required size, shapes, placing in position with cover blocks of approved materials and size and tying firmly with M.S.Binding wire of 20 SWG forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of mild steel bars, including all wastage, such as over laps, welding joints, chairs, space bars and all incidental, Operational labour charges, including sales and other taxes on all materials etc., complete for finished item of work in all floors (payment will be made on the basis of wieght of fabrication deformed bars only. No re-rolled steel shall be allowed) complete for (8mm to 40mm).

Quantity3.48

Rate-

Amount 286487.76

s2;Providing Impervious coat Plastering to exposed RCC Slab surface with CM(1:4) Prop.20mm thick mixed with approved water proofing compound @ 1 Kg/bag of cement and laid over roof when the slab is green and fine rendering with cement slurry including cost & conveyance of all materials and water to work site and all operational, incidental charges, labour charges for mixing mortar, laying rendering smooth and thread lining, curing, rounding of junctions of walls and slab etc., complete for finished item of work.

Quantity116.66

Rate-

Amount 57397.54

s2;Painting to new walls with snow cem or other equal and approved water proof cement paint 2 coats over priming coat with approved exterior grade cement making 3 coats all colours including cost and conveyance of all materials, labour charges etc; complete for finished item of work.

Quantity29.91

Rate-

Amount 6889.84

s2;Supplying and fixing of RCC Cover of 22" Dia. of 3" thick with nominal reinforcement 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 finiahed item of work.

Quantity2

Rate-

Amount 1506.54

s2;Supply, Transportation of 10.00HP Three Phase open well ISI Submersible Motor Pumpset (100x75) with makes adopted in sor. Including errection in GLSR.(WITH 35M HEAD)

Quantity2

Rate-

Amount 94831.02

s2;Supplying and Run of 4 of 56/0.3mm (4.0 Sq.mm.) insulated flexible copper cable of Gold medal/ standard/million/suncab make in the existing metalic/Non metalic conduit pipe including all materials and all labour charges etc., complete for Motors connection.

Quantity50

Rate-

Amount 10508

s2;Supplying and Erecting of Penel Mounting 125A, 4 Pole, 25KA, MCCB waith thermal magnetic setting/Microprocessor vased release arrangement with all connections etc., complete on existing penel.

Quantity2

Rate-

Amount 24599.56

s2;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.

Quantity2

Rate-

Amount 36595.38

s2;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 Motors Section pipe lines.

Quantity30

Rate-

Amount 25972.5

s2;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.

Quantity105

Rate-

Amount 32209.8

s2;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

s2;External Water Supply : Manufacture, Supply & Delivery of Centrifugally Cast (Spun) Ductile Iron pressure pipes for water, gas and Sewage with Socket Spigot Ends Confirming to 8329- 2000 in standard working lengths of 4, 5, 5.5 & 6 m for classification K9 and K7 suitable for push - on joint (Rubber Gasket) Dejointing) with cement mortar lining inside the pipes with Outside Zinc Coating Rtaes are Exfactory excluding transporation, taxes and duties

Quantity260

Rate-

Amount 509857.4

Quantity440

Rate-

Amount 318441.2

Quantity1150

Rate-

Amount 398509.5

Quantity432

Rate-

Amount 49083.84

Quantity2

Rate-

Amount 57214.24

Quantity2

Rate-

Amount 44091.7

Quantity9

Rate-

Amount 127551.06

s2;Supply and delivery of 50 mm dia Gunmetal gate valve (GM Peet) as per IS-778 Class-I Indian make heavey type

Quantity46

Rate-

Amount 172781.06

s2;Supply and delivery of D.I. D/F Scover Valves of 100 mm Dia. conforming to IS 14846/2000 with amendments No.1 &2 heavy duty with D.I 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.

Quantity2

Rate-

Amount 28344.68

s2;Supply and delivery of D.I. D/F AIR VALVES OF 80mm Dia. conforming to IS 14846/2000 with amendments No.1 & 2 heavy duty with D.I 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.

Quantity1

Rate-

Amount 12860.08

s2;Supply and delivery of D.I. D/F 100 mm Dia. Duck Foot 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 26 kgs weight).

Quantity2

Rate-

Amount 7002.14

s2;Supply and delivery of D.I. D/F 100 mm Dia. Semi D.Ircular 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).

Quantity2

Rate-

Amount 8647.64

s2;Manufacture, Supplying and delivery of 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., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work

Quantity2

Rate-

Amount 5662.58

Quantity2

Rate-

Amount 2913.08

Quantity2

Rate-

Amount 1004.36

s2;Manufacture, Supplying and delivery of 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., but excluding ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work.

Quantity2

Rate-

Amount 6541.96

Quantity2

Rate-

Amount 3503.88

Quantity9

Rate-

Amount 4407.03

Quantity4

Rate-

Amount 2785.84

Quantity4

Rate-

Amount 1527

Quantity18

Rate-

Amount 3517.56

s2;Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, inD.Idental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for finished item of work for Water Supply Main Lines.

Quantity2014.13

Rate-

Amount 233276.54

Quantity240.33

Rate-

Amount 150736.22

s2;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 and all operational, inD.Idential and all labour charges etc., complete for finished item of work.

Quantity260

Rate-

Amount 26353.6

Quantity440

Rate-

Amount 30197.2

Quantity1150

Rate-

Amount 52796.5

Quantity432

Rate-

Amount 14407.2

Quantity2

Rate-

Amount 1074.34

s2;Lowering and keeping in position of 80 mm Dia. AIR VALVE including 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 .

Quantity1

Rate-

Amount 144.66

Quantity2

Rate-

Amount 651.22

Quantity9

Rate-

Amount 1728.99

Quantity2

Rate-

Amount 384.22

Quantity4

Rate-

Amount 2108.24

Quantity1

Rate-

Amount 346.98

Quantity4

Rate-

Amount 1945.76

Quantity18

Rate-

Amount 5952.78

Quantity4

Rate-

Amount 1322.84

Quantity15

Rate-

Amount 101742.3

Quantity112.5

Rate-

Amount 37831.5

Quantity22.5

Rate-

Amount 2837.25

s2;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 .)

Quantity13.5

Rate-

Amount 1426.14

Quantity2

Rate-

Amount 720.32

Quantity9

Rate-

Amount 1308.87

s2;Pump Room : Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). (Ordinary soils-Mechcanical Means-Upto 3 m depth)

Quantity6.4

Rate-

Amount 741.25

s2;Filling with Gravel in trenches 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 for filling Basements. (APSS No.309 & 310).

Quantity7.45

Rate-

Amount 2497.05

s2;PCC(1:4:8)Prop.with 40mm guage graded hard broken granite machine crushed metal including cost and conveyance of all materials and water to work site and all operational, incidental, labour charges for laying, tamping,curing machine mixing etc.,complete for Bed of Flooring and Foundations.

Quantity1.15

Rate-

Amount 4216

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size machine crushed hard granite 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 casurina ballies, bamboos, wooden reapers, runners, wood posts, Wall Plates, Steel centering plates etc., mixing concrete, pumping of concrete, laying, levelling, vibrating with vibrator, curing etc., as per standard specifications but excluding cost of steel and its fabrication charges etc., for finished item of work to the required strength as directed by the department for VRCC FOOTINGS.

Quantity0.49

Rate-

Amount 4158.44

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size machine crushed hard granite 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 casurina ballies, bamboos, wooden reapers, runners, wood posts, Wall Plates, Steel centering plates etc., mixing concrete,pumping of concrete,laying,levelling, vibrating with vibrator, curing etc., as per standard specifications but excluding cost of steel and its fabrication charges etc., for finished item of work to the required strength as directed by the department for VRCC PLINTH BEAMS.

Quantity0.63

Rate-

Amount 6991.71

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping of concrete,laying , levelling, vibrating with vibrator, curing etc., 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 department for VRCC COLUMNS.

Quantity0.92

Rate-

Amount 10695.1

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping of concrete,laying, levelling, vibrating with vibrator, curing etc., 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 department for ROOF BEAMS.

Quantity0.63

Rate-

Amount 6786.42

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping of concrete,laying concrete, levelling, vibrating with vibrator, curing etc., 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 ROOF SLABS.

Quantity1.4

Rate-

Amount 16261.24

s2;Brick Masonry in C.M.(1:6) Prop. with Fly Ash cement solid blocks of size 290x225x140mm for manufacturing with compressive strength of 50 Kg/Sq.cm using fly ash, cement, gypsum and stone dust including cost and conveyance of all materials and water to work site, scaffolding and all labour charges,curing etc.,complete.

Quantity7.4

Rate-

Amount 45745.07

s2;RCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping of concrete,laying , levelling,curing etc., 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 LINTELS.

Quantity0.07

Rate-

Amount 782.86

s2;RCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping concrete, laying, levelling,curing etc., 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 finished item of work for CHAJJAS (Sunshades) of average 50 mm thick (60mm thick at fixed end and 40mm thick at free end) including Plastering 12mm thick single coat in CM(1:5) Prop. and finished to average thickness of 50mm.

Quantity0.48

Rate-

Amount 5532.21

s2;Providing High Yield Strenth Deformed STEEL (HYSD) / Thermo Mechanically Treated (TMT) Steel Bars (Fe 415/Fe.500 Grade as per IS1786-1979) of different of diameters for RCC Works including labour charges for straightening, cutting, bending to required size 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 and including all wastage, such as overlaps, couplings, chairs, spacer bars and binding wire, cover blocks and all incidental, Operational labour charges such as cutting, bending, placing in position, tying, including sales and other taxes on all materials etc., complete for finished item of work for all Floors. (APSS.No.126). Payment will be made on the basis of wieght of fabrication deformed bars only. No re-rolled steel shall be allowed for 8mm to 40mm).

Quantity0.3

Rate-

Amount 24288.87

s2;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 department.

Quantity1

Rate-

Amount 7688.84

s2;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.

Quantity1

Rate-

Amount 3522.84

s2;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, mxing, laying and all labour charges, curing with neat finishing etc., complete for finished item of work as directed by the dept.

Quantity0.35

Rate-

Amount 102.2

s2;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 2578.73

s2;Plastering 12mm 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..

Quantity64.62

Rate-

Amount 21729.74

s2;Painting to New Wood Work / Iron Work in two coats with Synthetic Enamel Paint in all shades of Grade-I having V&C (Volatile Organic Compound) content less than 50 grams/Liter of aprpoved brand and colour over one coat of Primary coat 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 324.23

Quantity64.62

Rate-

Amount 14887.99

s2;Power bores Drilling of Bore hole (which may be carried out by pilot bore hole) to a finished dia of 200/225/300 /350/450 mm hole (for insertion of 110/140/160/180/200mm 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.

Quantity305

Rate-

Amount 414800

s2;Cost and supply of 175 mm dia. PVC blue casing pipe including transportation to the work site.

Quantity305

Rate-

Amount 352275

s2;180mm dia. PVC Casing pipe perforation charge

Quantity305

Rate-

Amount 105225

s2;Supply & Fixing of 180mm dia. PVC Bore Cap

Quantity5

Rate-

Amount 1575

s2;Geological Survey charges excluding taxes for Plain Area

Quantity5

Rate-

Amount 6500

s2;Supply and Transportation of 10 HP, 20-24 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

Quantity5

Rate-

Amount 334307.02

Quantity975

Rate-

Amount 204977.37

s2;Supply and Erection of Panel Mounting 125-A, 4 Pole, 25-KA, MCCB with thermal magnetic setting/Microprocessor based release arrangement with all connections etc., and supply of 125A 4 pole MCCB adjustable confirms to IS/IEC 60947-2 having breaking capacity 25-KA with Thermal Magnetic setting 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 dept., of make L&T/Schneider/Siemens/ Hager.

Quantity5

Rate-

Amount 61510.37

Quantity5

Rate-

Amount 91505.52

s2;Supplying and fixing of 65mm 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 finished item of work for connection to GLSR

Quantity2875

Rate-

Amount 2583747.12

s2;OUTFALL DRAIN Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Foundation of RCC Storm Water Drains.

Quantity731.5

Rate-

Amount 84722.33

Quantity115.5

Rate-

Amount 72442.2

Quantity77

Rate-

Amount 282288.93

Quantity77

Rate-

Amount 365829.77

Quantity168

Rate-

Amount 1235114.38

Quantity10.5

Rate-

Amount 60312.63

Quantity0.42

Rate-

Amount 34554.73

s2;TRUNK MAIN Manufacture, Supply & Delivery of 200 mm Diameter Centrifugally Cast (Spun) Ductile Iron pressure pipes for water, gas and Sewage with Socket Spigot Ends Confirming to 8329- 2000 in standard working lengths of 4, 5, 5.5 & 6 m for classification K9 and K7 suitable for push - on joint (Rubber Gasket) Dejointing) with cement mortar lining inside the pipes with Outside Zinc Coating Rtaes are Exfactory excluding transporation, taxes and duties

Quantity400

Rate-

Amount 828917.96

Quantity2760

Rate-

Amount 1997488.04

s2;Supply and delivery of D.I.D/F SLUICE VALVES . conforming to IS 14846/2000 with amendments No.1 & 2 heavy duty with D.I 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.

Quantity-

Rate-

Amount -

s2;For 200 mm dia

Quantity1

Rate-

Amount 28607.12

s2;For1500 mm dia

Quantity1

Rate-

Amount 22045.85

s2;Supply and delivery of D.I. D/F AIR VALVES OF 50mm Dia. conforming to IS 14846/2000 with amendments No.1 & 2 heavy duty with D.I 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 77160.49

Quantity1

Rate-

Amount 2831.29

Quantity9

Rate-

Amount 13108.9

s2;Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, inD.Idental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for finished item of work for Water Supply Main Lines.

Quantity3518.4

Rate-

Amount 407494.03

Quantity403.2

Rate-

Amount 252889.8

s2;Lowering, Laying and Jointing of 200 mm 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 and all operational, inD.Idential and all labour charges etc., complete for finished item of work.

Quantity400

Rate-

Amount 40542.83

s2;Lowering, Laying and Jointing of 160 mm 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 and all operational, inD.Idential and all labour charges etc., complete for finished item of work.

Quantity2760

Rate-

Amount 189413.58

Quantity1

Rate-

Amount 537.15

s2;Lowering and keeping in position of 160 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 .

Quantity1

Rate-

Amount 325.6

s2;Lowering and keeping in position of 50 mm Dia. AIR VALVE including 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 .

Quantity6

Rate-

Amount 867.97

s2;Construction of Brick masonry Valve Pit of size 3'-0" x 3'-0" required for sluice valves, scour valves & Air Valves including all D.Ivil works such as earth work excavation up to 1.32 mts ,4" thick PCC(1:5:10)Prop., brick masonry in CM(1:8) Prop.,12mm thick plastering in CM(1:4) including 4"thick RCC M30 Grade design mix with necessary reinforcemnt including cost of steel and its fabrication chares for cover slab, and smooth rendering etc., complete as directed by department.

Quantity7

Rate-

Amount 94360.64

s2;Refilling the pipe line trenches with excavated earth complying with standard speD.Ification after the pipe laid including all leads and lifts, depositing surplus earth watering, tamping, levelling and forming to the original level including labour charges etc., complete as directed by the department.

Quantity3047.18

Rate-

Amount 671221.85

Quantity21

Rate-

Amount 2648.16

s2;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 .)

Quantity6.3

Rate-

Amount 665.54

s2;Drilling of borewells by down the hole hammer drilling to a finished dia of 165 mm (6.5") in all formations suitable for down the hole hammer drilling such as medium hard rock to hard rock formation, all consolidated formation etc., and drilling in over burden to dia not less than 200 mm etc., including the insertion of casing pipe to a depth of hard rock strata wiht coupling, cap & any other relevent materials required upt o the depth as desired by the department. Transportation of drilling rigs and supporting vehicles and including bore development flushing the bore well at an pressure of 7 Kg/Cm2 (150 PSI) conducting yield test, charges all other consumables materials and all other charges required in fixation of casing pipe complete all done to the satisfaction of the department and as stipulated in the technical conditions enclosed to this schedule for any where in three R.W.S divisions in anantapur district, excluding the cost of 175 mm dia MS casing pipes class II/PVC casing pipe of 180 mm dia OD 6 Kg cm2 as per IS

Quantity250

Rate-

Amount 85000

s2;Manufacture, Supply and Delivery of 180mm 6Kgs/Sq.Cm Unplasticised PVCs Pipes for potable water supplies conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation

Quantity250

Rate-

Amount 180363.81

s2;Supply, Transportation of 10.00 HP Three Phase ISI Submersible Motor Pumpset (20-24 Stage) with makes adopted in sor.

Quantity5

Rate-

Amount 320244.28

s2;Supplying and Run of U/S Circuit Mains by mean run of 4 of 56/0.3mm (4.00Sqmm) FRLS/HFFR/ ZHFR pvc insulated 1100V grade as per IS.694/190 specification for Copper Wire make KEI/ Polycab/Havells/GM/Gold Medal/Million/HPL/Power Flex/RPG/Anchor/Great White/Sun Cab/ Fortune Art/Great white/Orbit/V-Guard in the existing metalic/Non metalic conduit pipe for run of mains including all labour charges etc,complete.

Quantity375

Rate-

Amount 78837.41

s2;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 department.

Quantity5

Rate-

Amount 61510.26

s2;Supplying and fixing of approved make 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 15.00 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.

Quantity5

Rate-

Amount 91505.47

s2;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 Motors Section pipe lines.

Quantity300

Rate-

Amount 259723.89

Quantity5

Rate-

Amount 21529.19

s2;Supply and Transportation and Installation of 100KVA copper wound Transformers 11/0.433 KV, Three Phase, 50 Hz, DYN 11, ONANtype , Standard accessories, winding temperature rise of 45°C/40°C first fill oil, having permissible total loss values not exceeding 7.5%of the maximum total loss values for 11 KV as per Energy Efficiency Level - 2 at basic Insulation level conforming to ISS 2026 (Part- I to Part - II), latest ammended and IS 1180 Part-I : 2014 described as above with Cable box on HV side and Bus duct on LV Side , ON load Tap changer(OLTC) With Remote Tap Change Cicuit (RTCC) & Automatic Voltage Regulator (AVR) etc.,

Quantity5

Rate-

Amount 2045070

s2;APPROACH ROAD Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Road works.

Quantity600

Rate-

Amount 69492

Quantity600

Rate-

Amount 384372

Quantity525

Rate-

Amount 291480

Quantity75

Rate-

Amount 77996.25

Quantity260

Rate-

Amount 480831

Quantity700

Rate-

Amount 3978242.43

Quantity42

Rate-

Amount 3286836.42

s2;GOOTY ROADS Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Road works.

Quantity659.8

Rate-

Amount 76418.04

Quantity633.08

Rate-

Amount 371579.98

Quantity635.25

Rate-

Amount 318584.23

Quantity633.08

Rate-

Amount 754124.9

Quantity764.18

Rate-

Amount 1538378.4

s2;Construction of un-reinforced Plain Cement Concrete Pavement, thickness as per design, 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 and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including 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 and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Quantity641.3

Rate-

Amount 3855336.98

Quantity40.8

Rate-

Amount 231859.38

Quantity40.93

Rate-

Amount 3202787.32

s2;CC Storm water Drains Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Foundation of RCC Storm Water Drains.

Quantity649

Rate-

Amount 75167.18

Quantity165

Rate-

Amount 98376.69

s2;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 Foundations.

Quantity110

Rate-

Amount 438357.7

Quantity110

Rate-

Amount 560625.96

Quantity152.83

Rate-

Amount 1174367.12

Quantity54.01

Rate-

Amount 326826.93

Quantity2.16

Rate-

Amount 177742.96

s2;CC Culverts: Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Culverts.

Quantity3.9

Rate-

Amount 451.7

Quantity3.9

Rate-

Amount 2325.27

Quantity2.6

Rate-

Amount 10361.18

Quantity2.6

Rate-

Amount 12895.84

Quantity9.36

Rate-

Amount 71923.55

Quantity3.14

Rate-

Amount 20529.62

Quantity0.19

Rate-

Amount 15520.01

Quantity55

Rate-

Amount 62575.7

Quantity160

Rate-

Amount 116668.8

Quantity200

Rate-

Amount 102798

Quantity8

Rate-

Amount 54262.56

s2;Construction of 3'-0" dia.(1524mm)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., 12mm thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 5'-0" (1524mm) 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.

Quantity8

Rate-

Amount 85393.04

Quantity274.1

Rate-

Amount 31746.26

Quantity48.71

Rate-

Amount 29043.48

Quantity135.64

Rate-

Amount 15709.59

Quantity7.54

Rate-

Amount 4493.13

Quantity7.54

Rate-

Amount 30031.49

Quantity11.86

Rate-

Amount 78947.3

Quantity13.83

Rate-

Amount 218765.39

Quantity1.71

Rate-

Amount 19353.54

Quantity1.62

Rate-

Amount 25431.07

Quantity3.48

Rate-

Amount 286487.76

Quantity116.66

Rate-

Amount 58613.12

Quantity29.91

Rate-

Amount 6889.84

Quantity2

Rate-

Amount 1506.54

s2;Supply, Transportation of 10.00HP Three Phase open well ISI Submersible Motor Pumpset (100x75) with makes adopted in sor. Including errection in GLSR.(WITH 35M HEAD)

Quantity2

Rate-

Amount 94831.02

Quantity50

Rate-

Amount 10508

s2;Supplying and Erecting of Penel Mounting 125A, 4 Pole, 25KA, MCCB waith thermal magnetic setting/Microprocessor vased release arrangement with all connections etc., complete on existing penel.

Quantity2

Rate-

Amount 24599.56

Quantity2

Rate-

Amount 36602.18

Quantity30

Rate-

Amount 25972.5

Quantity105

Rate-

Amount 32209.8

Quantity1

Rate-

Amount 4302.43

Quantity440

Rate-

Amount 318441.2

Quantity150

Rate-

Amount 51979.5

Quantity64

Rate-

Amount 7271.68

Quantity0.74

Rate-

Amount 21255.86

Quantity2

Rate-

Amount 44091.7

Quantity2

Rate-

Amount 28344.68

s2;Supply and delivery of 50 mm dia Gunmetal gate valve (GM Peet) as per IS-778 Class-I Indian make heavey type

Quantity8

Rate-

Amount 30048.88

Quantity2

Rate-

Amount 28344.68

Quantity1

Rate-

Amount 12860.08

Quantity2

Rate-

Amount 7002.14

Quantity2

Rate-

Amount 8647.64

Quantity2

Rate-

Amount 2913.08

Quantity2

Rate-

Amount 1004.36

Quantity2

Rate-

Amount 3503.88

Quantity5

Rate-

Amount 2448.35

Quantity4

Rate-

Amount 1527

Quantity10

Rate-

Amount 1954.2

s2;Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, inD.Idental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for finished item of work for Water Supply Main Lines.

Quantity604.41

Rate-

Amount 70002.77

Quantity71.01

Rate-

Amount 42337.75

Quantity440

Rate-

Amount 30197.2

Quantity150

Rate-

Amount 6886.5

Quantity64

Rate-

Amount 2134.4

Quantity2

Rate-

Amount 651.22

Quantity5

Rate-

Amount 960.55

Quantity2

Rate-

Amount 384.22

Quantity4

Rate-

Amount 2104.28

Quantity1

Rate-

Amount 346.98

Quantity4

Rate-

Amount 1944.96

Quantity18

Rate-

Amount 5950.8

Quantity4

Rate-

Amount 1322.4

Quantity6

Rate-

Amount 40696.92

Quantity45

Rate-

Amount 15467.4

Quantity9

Rate-

Amount 1134.9

s2;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 .)

Quantity5.4

Rate-

Amount 570.46

Quantity2

Rate-

Amount 720.32

Quantity3

Rate-

Amount 436.29

Quantity6.4

Rate-

Amount 741.25

Quantity7.45

Rate-

Amount 1919.98

s2;PCC(1:4:8)Prop.with 40mm guage graded hard broken granite machine crushed metal including cost and conveyance of all materials and water to work site and all operational, incidental, labour charges for laying, tamping,curing machine mixing etc.,complete for Bed of Flooring and Foundations.

Quantity1.15

Rate-

Amount 4582.83

Quantity0.49

Rate-

Amount 4303.17

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size machine crushed hard granite 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 casurina ballies, bamboos, wooden reapers, runners, wood posts, Wall Plates, Steel centering plates etc., mixing concrete,pumping of concrete,laying,levelling, vibrating with vibrator, curing etc., as per standard specifications but excluding cost of steel and its fabrication charges etc., for finished item of work to the required strength as directed by the department for VRCC PLINTH BEAMS.

Quantity0.63

Rate-

Amount 7177.94

Quantity0.92

Rate-

Amount 10968.21

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping of concrete,laying, levelling, vibrating with vibrator, curing etc., 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 department for ROOF BEAMS.

Quantity0.63

Rate-

Amount 6972.66

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping of concrete,laying concrete, levelling, vibrating with vibrator, curing etc., 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 ROOF SLABS.

Quantity1.4

Rate-

Amount 16674.73

s2;Providing Impervious coat Plastering to exposed RCC Roof Slab surface with CM(1:3) Prop.20mm thick mixed with 1 Kg., of high durable cementitious acrylic based waterproofing compound system per bag of cement laid over roof when it is green including cost of conveyance of all materials and water to work site and all operational,initial charges and all labour charges for mixing mortar, laying, rendering smooth and thread lining in pannels of 1'-6"x1'-6", curing, rounding off junctions of wall and slab etc., complete for finished item of work as directed by the dept.

Quantity12.54

Rate-

Amount 6300.47

Quantity7.4

Rate-

Amount 46112.21

Quantity0.07

Rate-

Amount 802.8

s2;RCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping concrete, laying, levelling,curing etc., 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 finished item of work for CHAJJAS (Sunshades) of average 50 mm thick (60mm thick at fixed end and 40mm thick at free end) including Plastering 12mm thick single coat in CM(1:5) Prop. and finished to average thickness of 50mm.

Quantity0.48

Rate-

Amount 5673.1

Quantity0.3

Rate-

Amount 24288.87

s2;Door of size 3?-0? x 6?-6?:- 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 30mm 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 department.

Quantity1

Rate-

Amount 7688.84

s2;2'-0"x 3'-0" 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 polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer and section for outer frame of 48x50mm, Centre mullion of 48x50mm, section for shutter of 48x25mm and fixed glass beading section should be of 12x12mm 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 stainless steel heavy duty pivot hinges shall be 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. Double shutter window with vertical mullion 3?-0? x 3?-0?(914.4m x 914.4mm) outer frame section size of 48x50mm shutter frame section size of 48 x 25mm. Mullion section size of 48x50mm.

Quantity1

Rate-

Amount 3522.84

Quantity0.35

Rate-

Amount 102.2

Quantity7.5

Rate-

Amount 2634.53

Quantity64.62

Rate-

Amount 22210.5

Quantity1.78

Rate-

Amount 324.23

Quantity64.62

Rate-

Amount 14887.99

Quantity183

Rate-

Amount 248880

s2;Cost and supply of 175 mm dia. PVC blue casing pipe including transportation to the work site.

Quantity183

Rate-

Amount 211365

s2;180mm dia. PVC Casing pipe perforation charge

Quantity183

Rate-

Amount 67344

s2;Supply & Fixing of 180mm dia. PVC Bore Cap

Quantity3

Rate-

Amount 945

s2;Geological Survey charges excluding taxes for Plain Area

Quantity3

Rate-

Amount 3900

Quantity3

Rate-

Amount 200497.3

Quantity585

Rate-

Amount 122946.54

Quantity3

Rate-

Amount 36902.8

Quantity3

Rate-

Amount 54893.09

Quantity1725

Rate-

Amount 1550248.27

Quantity250.8

Rate-

Amount 29047.66

Quantity39.6

Rate-

Amount 23610.41

Quantity26.4

Rate-

Amount 105205.85

Quantity26.4

Rate-

Amount 134550.23

Quantity57.6

Rate-

Amount 442606.46

Quantity3.6

Rate-

Amount 21784.43

Quantity0.14

Rate-

Amount 11847.34

s2;Manufacture, Supplying and delivery of OD 160mm 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. (above 90mm dia. straight length in 6mts.)

Quantity450

Rate-

Amount 325677.4

s2;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. (above 90mm dia. straight length in 6mts.)

Quantity800

Rate-

Amount 277220.6

s2;Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, inD.Idental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for finished item of work for Water Supply Main Lines.

Quantity988.88

Rate-

Amount 114529.52

Quantity109.88

Rate-

Amount 65509.67

Quantity5

Rate-

Amount 716.88

s2;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 for finished item of work.

Quantity450

Rate-

Amount 30882.65

s2;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 for finished item of work.

Quantity800

Rate-

Amount 24212.87

Quantity2

Rate-

Amount 23549.54

Quantity21

Rate-

Amount 2648.16

s2;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 .)

Quantity6.3

Rate-

Amount 665.54

Quantity879

Rate-

Amount 193623.27

s2;Supply, Transportation of 7.5 HP Three Phase open well ISI Submersible Motor Pumpset (100x75) with makes adopted in sor.

Quantity2

Rate-

Amount 95718.8

Quantity250

Rate-

Amount 52558.27

Quantity5

Rate-

Amount 61510.26

Quantity5

Rate-

Amount 91505.47

Quantity250

Rate-

Amount 84927.21

Quantity2

Rate-

Amount 8611.68

Quantity300

Rate-

Amount 102000

Quantity140

Rate-

Amount 101003.74

s2;Supply, Transportation of 10.00 HP Three Phase ISI Submersible Motor Pumpset (20-24 Stage) with makes adopted in sor.

Quantity4

Rate-

Amount 256195.42

s2;HINDUPUR ROADS Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Road works.

Quantity3850.92

Rate-

Amount 446013.55

Quantity3845.79

Rate-

Amount 2286745.19

Quantity3685.5

Rate-

Amount 1876582.89

Quantity3845.79

Rate-

Amount 5453560.97

Quantity4684.6

Rate-

Amount 10526624.12

Quantity4116.63

Rate-

Amount 24493656.94

Quantity281.33

Rate-

Amount 1581368.13

Quantity263.88

Rate-

Amount 20650535.86

Quantity3453

Rate-

Amount 399926.46

Quantity887.4

Rate-

Amount 542834.79

Quantity591.6

Rate-

Amount 2322059.58

Quantity591.6

Rate-

Amount 2978218.45

Quantity798.36

Rate-

Amount 6086792.44

Quantity294.18

Rate-

Amount 1763826.79

Quantity11.77

Rate-

Amount 968124.85

Quantity19.5

Rate-

Amount 2258.49

Quantity19.5

Rate-

Amount 11928.42

Quantity13

Rate-

Amount 51025.65

Quantity13

Rate-

Amount 65444.29

Quantity46.8

Rate-

Amount 356808.82

Quantity15.72

Rate-

Amount 101775.84

Quantity0.94

Rate-

Amount 77600.05

Quantity108

Rate-

Amount 163564.92

Quantity330

Rate-

Amount 375454.2

Quantity1442

Rate-

Amount 1051477.56

Quantity1100

Rate-

Amount 565389

Quantity57

Rate-

Amount 386620.74

s2;Construction of 3'-0" dia.(1524mm)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., 12mm thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 5'-0" (1524mm) 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.

Quantity57

Rate-

Amount 608425.41

Quantity2121.28

Rate-

Amount 245686.65

Quantity353.45

Rate-

Amount 216207.17

s2;Constuction of OHSR / ELSR of 500 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 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.

Quantity500

Rate-

Amount 14370000

Quantity135.64

Rate-

Amount 15709.59

Quantity7.54

Rate-

Amount 4609.87

Quantity7.54

Rate-

Amount 29579.18

Quantity11.86

Rate-

Amount 78314.41

Quantity13.83

Rate-

Amount 218027.53

Quantity1.71

Rate-

Amount 19262.36

Quantity1.62

Rate-

Amount 25344.71

Quantity3.48

Rate-

Amount 286487.76

Quantity116.66

Rate-

Amount 57359.04

Quantity29.91

Rate-

Amount 6889.84

Quantity2

Rate-

Amount 1506.54

s2;Supply, Transportation of 10.00HP Three Phase open well ISI Submersible Motor Pumpset (100x75) with makes adopted in sor. Including errection in GLSR.(WITH 35M HEAD)

Quantity2

Rate-

Amount 94831.02

Quantity50

Rate-

Amount 10508

s2;Supplying and Erecting of Penel Mounting 125A, 4 Pole, 25KA, MCCB waith thermal magnetic setting/Microprocessor vased release arrangement with all connections etc., complete on existing penel.

Quantity2

Rate-

Amount 24599.56

Quantity2

Rate-

Amount 36595.38

Quantity30

Rate-

Amount 25972.5

Quantity105

Rate-

Amount 32209.8

Quantity1

Rate-

Amount 4302.43

Quantity420

Rate-

Amount 823615.8

Quantity870

Rate-

Amount 629645.1

Quantity1000

Rate-

Amount 346530

Quantity456

Rate-

Amount 51810.72

Quantity2

Rate-

Amount 57214.24

Quantity3

Rate-

Amount 66137.55

Quantity6

Rate-

Amount 85034.04

s2;Supply and delivery of 50 mm dia Gunmetal gate valve (GM Peet) as per IS-778 Class-I Indian make heavey type

Quantity57

Rate-

Amount 214098.27

Quantity2

Rate-

Amount 28344.68

Quantity1

Rate-

Amount 12860.08

Quantity2

Rate-

Amount 7002.14

Quantity2

Rate-

Amount 8647.64

Quantity4

Rate-

Amount 11325.16

Quantity4

Rate-

Amount 5826.16

Quantity4

Rate-

Amount 2008.72

Quantity4

Rate-

Amount 13083.92

Quantity12

Rate-

Amount 21023.28

Quantity2

Rate-

Amount 979.34

Quantity4

Rate-

Amount 2785.84

Quantity8

Rate-

Amount 3054

Quantity16

Rate-

Amount 3126.72

s2;Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, inD.Idental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for finished item of work for Water Supply Main Lines.

Quantity2491.49

Rate-

Amount 288564.37

Quantity294.31

Rate-

Amount 180036.54

Quantity420

Rate-

Amount 42571.2

Quantity870

Rate-

Amount 59708.1

Quantity1000

Rate-

Amount 45910

Quantity456

Rate-

Amount 20934.96

Quantity2

Rate-

Amount 1074.34

Quantity4

Rate-

Amount 1302.44

Quantity8

Rate-

Amount 1536.88

Quantity2

Rate-

Amount 384.22

Quantity4

Rate-

Amount 2108.24

Quantity8

Rate-

Amount 3890.4

Quantity16

Rate-

Amount 5291.36

Quantity4

Rate-

Amount 1322.84

Quantity13

Rate-

Amount 88176.66

Quantity97.5

Rate-

Amount 32763.9

Quantity19.5

Rate-

Amount 2458.95

s2;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 .)

Quantity11.7

Rate-

Amount 1235.99

Quantity2

Rate-

Amount 720.32

Quantity12

Rate-

Amount 1745.16

Quantity6.4

Rate-

Amount 741.25

Quantity7.45

Rate-

Amount 1919.98

s2;PCC(1:4:8)Prop.with 40mm guage graded hard broken granite machine crushed metal including cost and conveyance of all materials and water to work site and all operational, incidental, labour charges for laying, tamping,curing machine mixing etc.,complete for Bed of Flooring and Foundations.

Quantity1.15

Rate-

Amount 4513.81

Quantity0.49

Rate-

Amount 4277.02

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size machine crushed hard granite 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 casurina ballies, bamboos, wooden reapers, runners, wood posts, Wall Plates, Steel centering plates etc., mixing concrete,pumping of concrete,laying,levelling, vibrating with vibrator, curing etc., as per standard specifications but excluding cost of steel and its fabrication charges etc., for finished item of work to the required strength as directed by the department for VRCC PLINTH BEAMS.

Quantity0.63

Rate-

Amount 7144.3

Quantity0.92

Rate-

Amount 10918.87

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping of concrete,laying, levelling, vibrating with vibrator, curing etc., 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 department for ROOF BEAMS.

Quantity0.63

Rate-

Amount 6939.01

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping of concrete,laying concrete, levelling, vibrating with vibrator, curing etc., 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 ROOF SLABS.

Quantity1.4

Rate-

Amount 16600.04

Quantity7.4

Rate-

Amount 45733.16

Quantity0.07

Rate-

Amount 799.2

s2;RCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping concrete, laying, levelling,curing etc., 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 finished item of work for CHAJJAS (Sunshades) of average 50 mm thick (60mm thick at fixed end and 40mm thick at free end) including Plastering 12mm thick single coat in CM(1:5) Prop. and finished to average thickness of 50mm.

Quantity0.48

Rate-

Amount 5647.65

Quantity0.3

Rate-

Amount 24288.87

Quantity1

Rate-

Amount 7688.84

Quantity1

Rate-

Amount 3522.84

Quantity0.35

Rate-

Amount 102.2

Quantity7.5

Rate-

Amount 2576.93

Quantity64.62

Rate-

Amount 21714.23

Quantity1.78

Rate-

Amount 304.99

Quantity64.62

Rate-

Amount 14887.99

s2;KERB Manufacture,supply and delivery of unplasticised 160mm dia PVC pipes 4 KG/SQCMfor 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)

Quantity7504.5

Rate-

Amount 2933025.76

s2;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

Quantity1500.9

Rate-

Amount 441427.29

s2;Painting with synthetic Enamel Paint - Three cotes one coat primer and two coats of syn enamel paint including cost and conveyance of all materials with labor charges,complete as per SS

Quantity1500.9

Rate-

Amount 408896.42

Quantity610

Rate-

Amount 829600

s2;Cost and supply of 175 mm dia. PVC blue casing pipe including transportation to the work site.

Quantity610

Rate-

Amount 704550

s2;180mm dia. PVC Casing pipe perforation charge

Quantity610

Rate-

Amount 224480

s2;Supply & Fixing of 180mm dia. PVC Bore Cap

Quantity10

Rate-

Amount 3150

s2;Geological Survey charges excluding taxes for Plain Area

Quantity10

Rate-

Amount 13000

Quantity10

Rate-

Amount 668614.05

Quantity1950

Rate-

Amount 409954.73

Quantity10

Rate-

Amount 123020.73

Quantity10

Rate-

Amount 183011.04

Quantity5750

Rate-

Amount 5167494.24

Quantity209

Rate-

Amount 24206.38

Quantity33

Rate-

Amount 20186.55

Quantity22

Rate-

Amount 86351.1

Quantity22

Rate-

Amount 110751.96

Quantity48

Rate-

Amount 365957.76

Quantity3

Rate-

Amount 17987.22

Quantity0.12

Rate-

Amount 9872.78

s2;DHARMAVARAM ROADS Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Road works.

Quantity1549.13

Rate-

Amount 179420.24

Quantity1541.44

Rate-

Amount 928378.48

Quantity1501.5

Rate-

Amount 776050.28

Quantity1541.44

Rate-

Amount 2198062.61

Quantity1839.43

Rate-

Amount 4169196.86

Quantity1466.25

Rate-

Amount 8572359.06

Quantity149.25

Rate-

Amount 842045.26

Quantity96.93

Rate-

Amount 7585548.91

Quantity1549.2

Rate-

Amount 179428.34

Quantity381.6

Rate-

Amount 239341.49

Quantity254.4

Rate-

Amount 1003669.06

Quantity254.4

Rate-

Amount 1286037.47

Quantity357.93

Rate-

Amount 2736131.46

Quantity120.16

Rate-

Amount 722691.51

Quantity4.81

Rate-

Amount 395437.76

Quantity14.62

Rate-

Amount 1693.87

Quantity14.62

Rate-

Amount 9172.88

Quantity9.75

Rate-

Amount 38466.09

Quantity9.75

Rate-

Amount 49287.99

Quantity35.1

Rate-

Amount 268315.63

Quantity11.79

Rate-

Amount 70909.89

Quantity0.71

Rate-

Amount 58200.04

Quantity170

Rate-

Amount 257463.3

Quantity150

Rate-

Amount 170661

Quantity180

Rate-

Amount 131252.4

Quantity1000

Rate-

Amount 513590

Quantity33

Rate-

Amount 223833.06

s2;Construction of 3'-0" dia.(1524mm)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., 12mm thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 5'-0" (1524mm) 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.

Quantity33

Rate-

Amount 352246.29

Quantity961.2

Rate-

Amount 111326.18

Quantity176.18

Rate-

Amount 110497.87

Quantity135.64

Rate-

Amount 15709.59

Quantity7.54

Rate-

Amount 4726.62

Quantity7.54

Rate-

Amount 29731.33

Quantity11.86

Rate-

Amount 78527.31

Quantity13.83

Rate-

Amount 218275.79

Quantity1.71

Rate-

Amount 19293.04

Quantity1.62

Rate-

Amount 25373.77

Quantity3.48

Rate-

Amount 286487.76

Quantity116.66

Rate-

Amount 57397.54

Quantity29.91

Rate-

Amount 6889.84

Quantity2

Rate-

Amount 1506.54

s2;Supply, Transportation of 10.00HP Three Phase open well ISI Submersible Motor Pumpset (100x75) with makes adopted in sor. Including errection in GLSR.(WITH 35M HEAD)

Quantity2

Rate-

Amount 94831.04

Quantity50

Rate-

Amount 10508

s2;Supplying and Erecting of Penel Mounting 125A, 4 Pole, 25KA, MCCB waith thermal magnetic setting/Microprocessor vased release arrangement with all connections etc., complete on existing penel.

Quantity2

Rate-

Amount 24599.56

Quantity2

Rate-

Amount 36595.38

Quantity30

Rate-

Amount 25972.5

Quantity105

Rate-

Amount 32209.8

Quantity1

Rate-

Amount 4302.43

Quantity200

Rate-

Amount 392198

Quantity440

Rate-

Amount 318441.2

Quantity1000

Rate-

Amount 346530

Quantity272

Rate-

Amount 30904.64

Quantity2

Rate-

Amount 57214.24

Quantity3

Rate-

Amount 66137.55

Quantity9

Rate-

Amount 127551.06

s2;Supply and delivery of 50 mm dia Gunmetal gate valve (GM Peet) as per IS-778 Class-I Indian make heavey type

Quantity33

Rate-

Amount 123951.63

Quantity2

Rate-

Amount 28344.68

s2;Supply and delivery of tamper proof D.I., Flanged Single Chamber Air 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 inteernal 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 and all other connected taxes etc., complete for finished item of work.

Quantity1

Rate-

Amount 12860.08

Quantity2

Rate-

Amount 7002.14

Quantity2

Rate-

Amount 8647.64

Quantity2

Rate-

Amount 5662.58

Quantity11

Rate-

Amount 35980.78

Quantity5

Rate-

Amount 2448.35

Quantity4

Rate-

Amount 2785.84

Quantity6

Rate-

Amount 2290.5

Quantity18

Rate-

Amount 3517.56

s2;Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, inD.Idental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for finished item of work for Water Supply Main Lines.

Quantity1702.16

Rate-

Amount 197144.17

Quantity202.26

Rate-

Amount 126858.52

Quantity550

Rate-

Amount 55748

Quantity440

Rate-

Amount 30197.2

Quantity1000

Rate-

Amount 45910

Quantity264

Rate-

Amount 8804.4

Quantity2

Rate-

Amount 1074.34

Quantity2

Rate-

Amount 289.32

Quantity3

Rate-

Amount 976.83

Quantity9

Rate-

Amount 1728.99

Quantity2

Rate-

Amount 384.22

Quantity4

Rate-

Amount 2184

Quantity1

Rate-

Amount 346.98

Quantity6

Rate-

Amount 2917.14

Quantity18

Rate-

Amount 5955.3

Quantity4

Rate-

Amount 1323.4

Quantity16

Rate-

Amount 108525.12

Quantity120

Rate-

Amount 40353.6

Quantity24

Rate-

Amount 3026.4

s2;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 .)

Quantity14.4

Rate-

Amount 1521.22

Quantity2

Rate-

Amount 720.32

Quantity3

Rate-

Amount 436.29

Quantity6.4

Rate-

Amount 741.25

Quantity7.45

Rate-

Amount 1919.98

s2;PCC(1:4:8)Prop.with 40mm guage graded hard broken granite machine crushed metal including cost and conveyance of all materials and water to work site and all operational, incidental, labour charges for laying, tamping,curing machine mixing etc.,complete for Bed of Flooring and Foundations.

Quantity1.15

Rate-

Amount 4537.03

Quantity0.49

Rate-

Amount 4285.82

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size machine crushed hard granite 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 casurina ballies, bamboos, wooden reapers, runners, wood posts, Wall Plates, Steel centering plates etc., mixing concrete,pumping of concrete,laying,levelling, vibrating with vibrator, curing etc., as per standard specifications but excluding cost of steel and its fabrication charges etc., for finished item of work to the required strength as directed by the department for VRCC PLINTH BEAMS.

Quantity0.63

Rate-

Amount 7155.62

Quantity0.92

Rate-

Amount 10935.47

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping of concrete,laying, levelling, vibrating with vibrator, curing etc., 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 department for ROOF BEAMS.

Quantity0.63

Rate-

Amount 6950.33

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping of concrete,laying concrete, levelling, vibrating with vibrator, curing etc., 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 ROOF SLABS.

Quantity1.4

Rate-

Amount 16625.17

Quantity7.4

Rate-

Amount 45745.07

Quantity0.07

Rate-

Amount 800.41

s2;RCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping concrete, laying, levelling,curing etc., 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 finished item of work for CHAJJAS (Sunshades) of average 50 mm thick (60mm thick at fixed end and 40mm thick at free end) including Plastering 12mm thick single coat in CM(1:5) Prop. and finished to average thickness of 50mm.

Quantity0.48

Rate-

Amount 5656.21

Quantity0.3

Rate-

Amount 24288.87

Quantity1

Rate-

Amount 7688.84

Quantity1

Rate-

Amount 3522.84

Quantity0.35

Rate-

Amount 102.2

Quantity7.5

Rate-

Amount 2578.73

Quantity64.62

Rate-

Amount 21729.74

Quantity1.78

Rate-

Amount 323.83

Quantity64.62

Rate-

Amount 14887.99

s2;OUT FALL DRAIN Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Foundation of RCC Storm Water Drains.

Quantity188.1

Rate-

Amount 21785.74

Quantity29.7

Rate-

Amount 18628.14

Quantity19.8

Rate-

Amount 78115.75

Quantity19.8

Rate-

Amount 100092.54

Quantity43.2

Rate-

Amount 330234.62

Quantity2.7

Rate-

Amount 16238.91

Quantity0.11

Rate-

Amount 8885.5

s2;PUTTAPARTHI ROADS Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Road works.

Quantity5813.75

Rate-

Amount 673348.53

Quantity2325.5

Rate-

Amount 341160.69

Quantity1162.75

Rate-

Amount 845028.22

Quantity1572.68

Rate-

Amount 923068.8

Quantity1538.25

Rate-

Amount 771416.99

Quantity1572.69

Rate-

Amount 2403542.13

Quantity1901.32

Rate-

Amount 4488541.19

Quantity1621.34

Rate-

Amount 10391485.04

Quantity102.23

Rate-

Amount 621594.05

Quantity103.41

Rate-

Amount 8092989.5

s2;CC RCC STORM WATER DRAINS Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Foundation of RCC Storm Water Drains.

Quantity883.74

Rate-

Amount 102354.77

Quantity883.74

Rate-

Amount 129648.4

Quantity441.87

Rate-

Amount 321128.89

Quantity456.39

Rate-

Amount 279180.04

Quantity304.26

Rate-

Amount 1329914.37

Quantity304.26

Rate-

Amount 1672803.37

Quantity509.08

Rate-

Amount 4108301.05

Quantity108.59

Rate-

Amount 695842.55

Quantity4.34

Rate-

Amount 357361.74

Quantity9.36

Rate-

Amount 1084.08

Quantity9.36

Rate-

Amount 1373.15

Quantity9.36

Rate-

Amount 6802.38

Quantity23.4

Rate-

Amount 14314.1

Quantity15.6

Rate-

Amount 68187.29

Quantity15.6

Rate-

Amount 83635.97

Quantity56.16

Rate-

Amount 453214.01

Quantity18.86

Rate-

Amount 129907.31

Quantity1.13

Rate-

Amount 93120.06

Quantity160

Rate-

Amount 242318.4

Quantity94

Rate-

Amount 106947.56

Quantity80

Rate-

Amount 58334.4

Quantity615

Rate-

Amount 316103.85

Quantity21

Rate-

Amount 142439.22

s2;Construction of 3'-0" dia.(1524mm)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., 12mm thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 5'-0" (1524mm) 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.

Quantity7

Rate-

Amount 74718.91

Quantity255.29

Rate-

Amount 29567.92

Quantity255.29

Rate-

Amount 37452.42

Quantity127.65

Rate-

Amount 92766.69

Quantity112.37

Rate-

Amount 68739.8

Quantity135.64

Rate-

Amount 15709.59

Quantity54.26

Rate-

Amount 7959.47

Quantity27.13

Rate-

Amount 19714.98

Quantity7.54

Rate-

Amount 4609.87

Quantity7.54

Rate-

Amount 32939.71

Quantity11.86

Rate-

Amount 83015.74

Quantity13.83

Rate-

Amount 223509.32

Quantity1.71

Rate-

Amount 19939.78

Quantity1.62

Rate-

Amount 25986.31

Quantity3.48

Rate-

Amount 286487.76

Quantity116.66

Rate-

Amount 59464.74

Quantity29.91

Rate-

Amount 6891.03

s2;Re-filling with useful available excavated earth (excluding rock) in trenches, sides of Foundations upto ground level with standard specifications 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 (APSS No.309 & 310).

Quantity60.47

Rate-

Amount 12523.04

Quantity2

Rate-

Amount 1506.54

s2;Supply, Transportation of 10.00HP Three Phase open well ISI Submersible Motor Pumpset (100x75) with makes adopted in sor. Including errection in GLSR.(WITH 35M HEAD)

Quantity2

Rate-

Amount 94831.02

Quantity50

Rate-

Amount 10508

s2;Supplying and Erecting of Penel Mounting 125A, 4 Pole, 25KA, MCCB waith thermal magnetic setting/Microprocessor vased release arrangement with all connections etc., complete on existing penel.

Quantity2

Rate-

Amount 24599.56

Quantity2

Rate-

Amount 36595.38

Quantity30

Rate-

Amount 25972.5

Quantity105

Rate-

Amount 32209.8

Quantity1

Rate-

Amount 4302.43

Quantity6.4

Rate-

Amount 741.25

Quantity7.45

Rate-

Amount 1804.56

s2;PCC(1:4:8)Prop.with 40mm guage graded hard broken granite machine crushed metal including cost and conveyance of all materials and water to work site and all operational, incidental, labour charges for laying, tamping,curing machine mixing etc.,complete for Bed of Flooring and Foundations.

Quantity1.15

Rate-

Amount 5026.63

Quantity0.49

Rate-

Amount 4471.25

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size machine crushed hard granite 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 casurina ballies, bamboos, wooden reapers, runners, wood posts, Wall Plates, Steel centering plates etc., mixing concrete,pumping of concrete,laying,levelling, vibrating with vibrator, curing etc., as per standard specifications but excluding cost of steel and its fabrication charges etc., for finished item of work to the required strength as directed by the department for VRCC PLINTH BEAMS.

Quantity0.63

Rate-

Amount 7394.25

Quantity0.92

Rate-

Amount 11285.4

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping of concrete,laying, levelling, vibrating with vibrator, curing etc., 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 department for ROOF BEAMS.

Quantity0.63

Rate-

Amount 7188.96

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping of concrete,laying concrete, levelling, vibrating with vibrator, curing etc., 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 ROOF SLABS.

Quantity1.4

Rate-

Amount 17154.97

Quantity7.4

Rate-

Amount 46369.31

Quantity0.07

Rate-

Amount 825.95

s2;RCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping concrete, laying, levelling,curing etc., 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 finished item of work for CHAJJAS (Sunshades) of average 50 mm thick (60mm thick at fixed end and 40mm thick at free end) including Plastering 12mm thick single coat in CM(1:5) Prop. and finished to average thickness of 50mm.

Quantity0.48

Rate-

Amount 5836.72

Quantity0.3

Rate-

Amount 24288.87

Quantity1

Rate-

Amount 7688.84

Quantity1

Rate-

Amount 3522.84

Quantity0.35

Rate-

Amount 102.2

Quantity7.5

Rate-

Amount 2673.6

Quantity64.62

Rate-

Amount 22547.16

Quantity1.78

Rate-

Amount 324.23

Quantity64.62

Rate-

Amount 14887.99

Quantity420

Rate-

Amount 823615.8

Quantity520

Rate-

Amount 376339.6

Quantity950

Rate-

Amount 329203.5

Quantity288

Rate-

Amount 32722.56

Quantity2

Rate-

Amount 57214.24

Quantity2

Rate-

Amount 44091.7

Quantity5

Rate-

Amount 70861.7

s2;Supply and delivery of 50 mm dia Gunmetal gate valve (GM Peet) as per IS-778 Class-I Indian make heavey type

Quantity21

Rate-

Amount 78878.31

Quantity5

Rate-

Amount 70861.7

Quantity2

Rate-

Amount 5662.58

Quantity2

Rate-

Amount 2913.08

Quantity2

Rate-

Amount 1004.36

Quantity3

Rate-

Amount 9812.94

Quantity2

Rate-

Amount 3503.88

Quantity5

Rate-

Amount 2448.35

Quantity4

Rate-

Amount 2785.84

Quantity4

Rate-

Amount 1527

Quantity10

Rate-

Amount 1954.2

s2;Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, inD.Idental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for finished item of work for Water Supply Main Lines.

Quantity763.11

Rate-

Amount 88383.17

Quantity763.11

Rate-

Amount 111951.17

Quantity381.55

Rate-

Amount 277294.26

Quantity223.77

Rate-

Amount 136883.19

Quantity420

Rate-

Amount 42571.2

Quantity520

Rate-

Amount 35687.6

Quantity950

Rate-

Amount 43614.5

Quantity168

Rate-

Amount 5602.8

Quantity2

Rate-

Amount 1074.34

Quantity2

Rate-

Amount 651.22

Quantity2

Rate-

Amount 384.22

Quantity2

Rate-

Amount 384.22

Quantity4

Rate-

Amount 2108.24

Quantity4

Rate-

Amount 1945.2

Quantity10

Rate-

Amount 3307.1

Quantity4

Rate-

Amount 1322.84

Quantity14

Rate-

Amount 94959.48

Quantity105

Rate-

Amount 36637.65

Quantity21

Rate-

Amount 2648.1

s2;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 .)

Quantity12.6

Rate-

Amount 1331.06

Quantity2

Rate-

Amount 720.32

Quantity5

Rate-

Amount 727.15

s2;power bores Drilling of Bore hole (which may be carried out by pilot bore hole) to a finished dia of 200/225/300 /350/450 mm hole (for insertion of 110/140/160/180/200mm 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.

Quantity610

Rate-

Amount 829600

s2;Cost and supply of 175 mm dia. PVC blue casing pipe including transportation to the work site.

Quantity610

Rate-

Amount 704550

s2;180mm dia. PVC Casing pipe perforation charge

Quantity610

Rate-

Amount 224480

s2;Supply & Fixing of 180mm dia. PVC Bore Cap

Quantity10

Rate-

Amount 3150

s2;Geological Survey charges excluding taxes for Plain Area

Quantity10

Rate-

Amount 13000

Quantity10

Rate-

Amount 668614.05

Quantity1950

Rate-

Amount 409954.73

Quantity10

Rate-

Amount 123020.73

Quantity10

Rate-

Amount 183011.04

Quantity5750

Rate-

Amount 5167494.24

s2;OUT FALL DRAIN Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Foundation of RCC Storm Water Drains.

Quantity100.32

Rate-

Amount 11619.06

Quantity100.32

Rate-

Amount 14717.37

Quantity50.16

Rate-

Amount 36453.77

Quantity39.6

Rate-

Amount 24223.72

Quantity26.4

Rate-

Amount 13828.16

Quantity26.4

Rate-

Amount 145145.63

Quantity57.6

Rate-

Amount 464834.88

Quantity3.6

Rate-

Amount 2764.43

Quantity0.14

Rate-

Amount 11847.34

s2;Trunk mains Manufacture, Supply & Delivery of 200 mm Diameter Centrifugally Cast (Spun) Ductile Iron pressure pipes for water, gas and Sewage with Socket Spigot Ends Confirming to 8329- 2000 in standard working lengths of 4, 5, 5.5 & 6 m for classification K9 and K7 suitable for push - on joint (Rubber Gasket) Dejointing) with cement mortar lining inside the pipes with Outside Zinc Coating Rtaes are Exfactory excluding transporation, taxes and duties

Quantity1300

Rate-

Amount 2686703.37

s2;Manufacture, Supplying and delivery of 200mm Dia. D.I 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 ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work

Quantity4

Rate-

Amount 11325.14

s2;Supply and delivery of .D.I. Double Flanged Sluice Valves of 200mm Dia. conforming to IS-14846/2000 (with up to date amendments, if any) including gear arrangements as per test pressure having body, bonnet, dome, stool cover, wedge, stuffing box, gland, thrust plate cap/hand wheel with D.I., stem body seat ring, wedge facing ring, bushes, bolts, nuts,, pinion and pinion shaft with stainless steel (IS-6603), wedge nut, shoe,, channelwith leaded tin bronze (IS-318), gasket with neoprene rubbere gland packign rubber, gear, gear housing with cast steel etc., and including cost and conveyance of all materials to work site, loading, unloading traansportation charges and all other connected taxes etc., complete for finished item of work.(pn-1 (MPa)

Quantity2

Rate-

Amount 57214.24

Quantity2.6

Rate-

Amount 57319.22

s2;Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, inD.Idental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for finished item of work for Water Supply Main Lines.

Quantity1290.94

Rate-

Amount 149513.79

s2;Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, inD.Idental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for finished item of work for Water Supply Main Lines. Hard rock removal

Quantity372.94

Rate-

Amount 465270.71

Quantity191.25

Rate-

Amount 116989.54

s2;Lowering, Laying and Jointing of 200mm Dia. DI 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 and all operational, inD.Idential and all labour charges etc., complete for finished item of work.

Quantity1500

Rate-

Amount 184590.06

s2;Jointing C.I., D.I. 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

Quantity-

Rate-

Amount -

s2;200 mm Dia. D.I. pipes .

Quantity250

Rate-

Amount 138017.81

Quantity2

Rate-

Amount 1074.31

Quantity2.6

Rate-

Amount 376.12

Quantity2

Rate-

Amount 1198.85

Quantity2.6

Rate-

Amount 902.12

Quantity4

Rate-

Amount 53920.36

Quantity1482.9

Rate-

Amount 326648.41

Quantity750

Rate-

Amount 255000

Quantity500

Rate-

Amount 360727.63

s2;Supply, Transportation of 10.00 HP Three Phase ISI Submersible Motor Pumpset (20-24 Stage) with makes adopted in sor.

Quantity5

Rate-

Amount 320244.28

Quantity500

Rate-

Amount 105116.55

Quantity5

Rate-

Amount 61510.26

Quantity5

Rate-

Amount 91505.47

Quantity500

Rate-

Amount 432873.15

Quantity5

Rate-

Amount 21529.19

Quantity5

Rate-

Amount 2045070

Quantity200

Rate-

Amount 144745.51

Quantity900

Rate-

Amount 311873.18

s2;Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, inD.Idental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for finished item of work for Water Supply Main Lines.

Quantity843.75

Rate-

Amount 1052648.66

Quantity93.75

Rate-

Amount 57347.81

Quantity200

Rate-

Amount 13725.62

Quantity900

Rate-

Amount 50550.08

Quantity6

Rate-

Amount 756.6

s2;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 .)

Quantity1.8

Rate-

Amount 190.15

Quantity1627.5

Rate-

Amount 358500.43

s2;KADIRI ROADS Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Road works.

Quantity30581.29

Rate-

Amount 3541925.01

Quantity12232.52

Rate-

Amount 1794561.87

Quantity6116.26

Rate-

Amount 4444988.72

Quantity2417.68

Rate-

Amount 2227287.7

Quantity2472.75

Rate-

Amount 2064869.89

Quantity2417.68

Rate-

Amount 2487720.19

Quantity2925.94

Rate-

Amount 5433880.21

Quantity2526.03

Rate-

Amount 15102861.77

Quantity130.35

Rate-

Amount 736478.37

Quantity159.38

Rate-

Amount 12472980.76

Quantity856.8

Rate-

Amount 99234.58

Quantity856.8

Rate-

Amount 125696.19

Quantity428.4

Rate-

Amount 311339.58

Quantity583.2

Rate-

Amount 741557.97

Quantity388.8

Rate-

Amount 1536992.5

Quantity388.8

Rate-

Amount 1968657.84

Quantity495.75

Rate-

Amount 3793598.44

Quantity205.88

Rate-

Amount 1239755.83

Quantity8.24

Rate-

Amount 677536.01

Quantity7.8

Rate-

Amount 903.4

Quantity7.8

Rate-

Amount 1144.29

Quantity7.8

Rate-

Amount 5668.65

Quantity19.5

Rate-

Amount 24794.89

Quantity13

Rate-

Amount 51391.21

Quantity13

Rate-

Amount 65824.46

Quantity46.8

Rate-

Amount 358124.88

Quantity15.72

Rate-

Amount 102184.4

Quantity1.73

Rate-

Amount 142266.77

Quantity200

Rate-

Amount 302898

Quantity230

Rate-

Amount 261680.2

Quantity100

Rate-

Amount 72918

Quantity1400

Rate-

Amount 719586

Quantity31

Rate-

Amount 210267.42

s2;Construction of 3'-0" dia.(1524mm)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., 12mm thick both inside and outside and fitted with 20" Dia. RCC Manhole Covers and Frames including excavating pits upto a depth of 5'-0" (1524mm) 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.

Quantity31

Rate-

Amount 330898.03

Quantity478.64

Rate-

Amount 55436.08

Quantity478.64

Rate-

Amount 70218.51

Quantity239.32

Rate-

Amount 173925.74

Quantity225.82

Rate-

Amount 287143.91

Quantity300

Rate-

Amount 8634000

Quantity135.64

Rate-

Amount 15709.59

Quantity54.26

Rate-

Amount 7959.47

Quantity27.13

Rate-

Amount 19714.98

Quantity7.54

Rate-

Amount 9582.27

Quantity7.54

Rate-

Amount 29791.09

Quantity11.86

Rate-

Amount 78610.93

Quantity13.83

Rate-

Amount 218373.21

Quantity1.71

Rate-

Amount 19305.07

Quantity1.62

Rate-

Amount 25385.16

Quantity3.48

Rate-

Amount 286487.76

Quantity116.66

Rate-

Amount 59038.93

Quantity29.91

Rate-

Amount 6889.84

Quantity2

Rate-

Amount 1506.54

s2;Supply, Transportation of 10.00HP Three Phase open well ISI Submersible Motor Pumpset (100x75) with makes adopted in sor. Including errection in GLSR.(WITH 35M HEAD)

Quantity2

Rate-

Amount 94831.02

Quantity50

Rate-

Amount 10508

s2;Supplying and Erecting of Penel Mounting 125A, 4 Pole, 25KA, MCCB waith thermal magnetic setting/Microprocessor vased release arrangement with all connections etc., complete on existing penel.

Quantity2

Rate-

Amount 24599.56

Quantity2

Rate-

Amount 36595.38

Quantity30

Rate-

Amount 25972.5

Quantity105

Rate-

Amount 32209.8

Quantity1

Rate-

Amount 4302.43

Quantity660

Rate-

Amount 1294253.4

Quantity420

Rate-

Amount 303966.6

Quantity1100

Rate-

Amount 381183

Quantity120

Rate-

Amount 13634.4

Quantity3

Rate-

Amount 85821.36

Quantity6

Rate-

Amount 132275.1

Quantity6

Rate-

Amount 85034.04

s2;Supply and delivery of 50 mm dia Gunmetal gate valve (GM Peet) as per IS-778 Class-I Indian make heavey type

Quantity31

Rate-

Amount 116439.41

Quantity5

Rate-

Amount 70861.7

Quantity2

Rate-

Amount 5662.58

Quantity2

Rate-

Amount 2913.08

Quantity2

Rate-

Amount 1004.36

Quantity3

Rate-

Amount 9812.94

Quantity2

Rate-

Amount 3503.88

Quantity5

Rate-

Amount 2448.35

Quantity4

Rate-

Amount 2785.84

Quantity4

Rate-

Amount 1527

Quantity10

Rate-

Amount 1954.2

s2;Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, inD.Idental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for finished item of work for Water Supply Main Lines.

Quantity902.37

Rate-

Amount 104512.26

Quantity902.37

Rate-

Amount 132381.2

Quantity451.18

Rate-

Amount 327897.84

Quantity264.27

Rate-

Amount 336027.99

Quantity660

Rate-

Amount 66897.6

Quantity420

Rate-

Amount 28824.6

Quantity1100

Rate-

Amount 50501

Quantity248

Rate-

Amount 8270.8

Quantity2

Rate-

Amount 1074.34

Quantity2

Rate-

Amount 651.22

Quantity2

Rate-

Amount 384.22

Quantity2

Rate-

Amount 384.22

Quantity4

Rate-

Amount 2108.24

Quantity4

Rate-

Amount 1945.2

Quantity10

Rate-

Amount 3173.2

Quantity4

Rate-

Amount 1269.28

Quantity20

Rate-

Amount 135656.4

Quantity150

Rate-

Amount 51949.5

Quantity30

Rate-

Amount 3783

s2;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 .)

Quantity18

Rate-

Amount 1901.52

Quantity2

Rate-

Amount 720.32

Quantity5

Rate-

Amount 727.15

Quantity6.4

Rate-

Amount 741.25

Quantity7.45

Rate-

Amount 1919.98

s2;PCC(1:4:8)Prop.with 40mm guage graded hard broken granite machine crushed metal including cost and conveyance of all materials and water to work site and all operational, incidental, labour charges for laying, tamping,curing machine mixing etc.,complete for Bed of Flooring and Foundations.

Quantity1.15

Rate-

Amount 4546.15

Quantity0.49

Rate-

Amount 4289.27

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size machine crushed hard granite 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 casurina ballies, bamboos, wooden reapers, runners, wood posts, Wall Plates, Steel centering plates etc., mixing concrete,pumping of concrete,laying,levelling, vibrating with vibrator, curing etc., as per standard specifications but excluding cost of steel and its fabrication charges etc., for finished item of work to the required strength as directed by the department for VRCC PLINTH BEAMS.

Quantity0.63

Rate-

Amount 7160.06

Quantity0.92

Rate-

Amount 10941.99

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping of concrete,laying, levelling, vibrating with vibrator, curing etc., 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 department for ROOF BEAMS.

Quantity0.63

Rate-

Amount 6954.77

s2;VRCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping of concrete,laying concrete, levelling, vibrating with vibrator, curing etc., 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 ROOF SLABS.

Quantity1.4

Rate-

Amount 16635.02

Quantity7.4

Rate-

Amount 46240.76

Quantity0.07

Rate-

Amount 800.88

s2;RCC M20 grade design mix concrete corresponding to IS-456 using BATCHING PLANT at site with stone aggregate of 20mm & 12.5mm nominal size 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, pumping concrete, laying, levelling,curing etc., 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 finished item of work for CHAJJAS (Sunshades) of average 50 mm thick (60mm thick at fixed end and 40mm thick at free end) including Plastering 12mm thick single coat in CM(1:5) Prop. and finished to average thickness of 50mm.

Quantity0.48

Rate-

Amount 5659.57

Quantity0.3

Rate-

Amount 24288.87

Quantity1

Rate-

Amount 7688.84

Quantity1

Rate-

Amount 3522.84

Quantity0.35

Rate-

Amount 102.2

Quantity7.5

Rate-

Amount 2654.03

Quantity64.62

Rate-

Amount 22379.15

Quantity1.78

Rate-

Amount 324.23

Quantity64.62

Rate-

Amount 14887.99

Quantity183

Rate-

Amount 248880

s2;Cost and supply of 175 mm dia. PVC blue casing pipe including transportation to the work site.

Quantity183

Rate-

Amount 211365

s2;180mm dia. PVC Casing pipe perforation charge

Quantity183

Rate-

Amount 67344

s2;Supply & Fixing of 180mm dia. PVC Bore Cap

Quantity3

Rate-

Amount 945

s2;Geological Survey charges excluding taxes for Plain Area

Quantity3

Rate-

Amount 3900

Quantity3

Rate-

Amount 200497.3

Quantity585

Rate-

Amount 122986.42

Quantity3

Rate-

Amount 36906.22

Quantity3

Rate-

Amount 54903.31

Quantity1725

Rate-

Amount 1550248.27

s2;SITE LEVELLING Filling with Excavated earth with initial lead in layers irrespective of thickness and consolidating each deposited layer using by watering including cost and conveyance all materials and water to work site and all operational charges, incidental charges and all labour charges, hire charges, complete for finished item of work.

Quantity2850

Rate-

Amount 450776.6

s2;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 for irrespective of thickness.

Quantity285

Rate-

Amount 146017.17

s2;septic tank Earth work excavation and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for for finished item of work for Foundation of Buildings.

Quantity1082.64

Rate-

Amount 125391.36

s2;Filling with Sand in trenches 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 for filling Basements. (APSS No.309 & 310).

Quantity45.78

Rate-

Amount 58207.72

s2;PCC(1:4:8)Prop.with 40mm guage graded hard broken granite machine crushed metal including cost and conveyance of all materials and water to work site and all operational, incidental, labour charges for laying,tamping,curing machine mixing,seigniorage etc.,complete for Foundations and Flooring Bed.

Quantity33.98

Rate-

Amount 134335.04

s2;Re-filling with useful available excavated earth (excluding rock) in trenches, sides of foundations upto ground level with standard specifications 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.

Quantity132.75

Rate-

Amount 27492.18

s2;VRCC M20 grade Design Mix concrete corresponding to IS-456 using Batching Plant of 0.50 Cum. (6 Cum./Hr.) 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 casurina ballies, bamboos, wooden reapers, runners, wood posts,Wall Plates, Steel centering plates etc., mixing concrete, laying, levelling, vibrationg with pin vibrator, curing etc., as per standard specifications but excluding cost of steel and its fabrication charges etc., for finished item of work to the required strength as directed by the dept.,for VRCC FOOTINGS

Quantity51.03

Rate-

Amount 446670.97

Quantity43.19

Rate-

Amount 464157.55

s2;VRCC M20 grade Design Mix concrete corresponding to IS-456 using Batching Plant of 0.50 Cum. (6 Cum. /hours) 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, laying, levelling, vibrationg with Pin/Plat vibrator, curing etc., 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 ROOF SLABS

Quantity26.64

Rate-

Amount 316505.1

s2;Providing Impervious coat Plastering to exposed RCC Roof Slab surface with CM(1:3) Prop. 20mm thick mixed with 1 Kg., of high durable cementitious acrylic based waterproofing system per bag of cement laid over roof when it is green including cost of conveyance of all materials and water to work site and all operational,initial charges and all labour charges for mixing mortar, laying, rendering smooth and thread lining in pannels of 1'-6"x1'-6", curing, rounding off junctions of wall and slab etc., complete for finished item of work as directed by the department.

Quantity132

Rate-

Amount 66802.56

s2;Brick Masonry in C.M.(1:6) Prop. with Fly Ash cement/lime solid blocks in size 290mm x 200mm x 140mm of IS-12894-1990 class-5 manufacturing with compressive strength of 50 Kg/Sq.cm using fly ash, cement, gypsum and stone dust including cost and conveyance of all materials and water to work site, scaffolding and all labour charges,curing etc.,complete for Superstructure Walls (Main Walls.)

Quantity69.5

Rate-

Amount 434262.54

Quantity9.07

Rate-

Amount 746311.41

s2;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.

Quantity341.6

Rate-

Amount 120881.99

s2;Supply and fixing 110mm Dia. 4.00 Kg/Sqm pressure PVC pipe of Prince/Sudhakar make as per ISI 1st class from roof up to basement level including plain bend at top, clips and shoe at bottom and fixed to wall with pipe clips including cost and conveyance of all materials to work site, fixing of wooden gutties, plugs, nails and all labour charges etc., complete for finished item of work as directed by the dept., for Rain water down take pipe.

Quantity24

Rate-

Amount 6080.64

s2;filling with 40 mm metal for filter media in soak pits including cost and conveyance of all materials for finished item of work.

Quantity226.37

Rate-

Amount 211676.72

s2;filling with 20 mm metal for filter media in soak pits including cost and conveyance of all materials for finished item of work.

Quantity113.18

Rate-

Amount 166618.17

s2;Supply, Transportation of 10.00 HPThree Phase Sewage Submersible Motor Pumpset including all necessary fittings and pipe material with makes adopted in sor.

Quantity2

Rate-

Amount 90657.93

Quantity100

Rate-

Amount 21023.31

s2;Supplying and Erecting of Penel Mounting 125A, 4 Pole, 25KA, MCCB waith thermal magnetic setting/Microprocessor vased release arrangement with all connections etc., complete on existing penel.

Quantity2

Rate-

Amount 25013.12

Quantity2

Rate-

Amount 36602.19

Quantity2

Rate-

Amount 8611.68

Quantity83.6

Rate-

Amount 9682.55

Quantity83.6

Rate-

Amount 12264.47

Quantity41.8

Rate-

Amount 30378.14

Quantity33

Rate-

Amount 41960.49

Quantity22

Rate-

Amount 86969.74

Quantity22

Rate-

Amount 111395.25

Quantity48

Rate-

Amount 367307.52

Quantity3

Rate-

Amount 18065.22

Quantity0.12

Rate-

Amount 9872.78

s2;Trunk mains Manufacture, Supply & Delivery of 250 mm Diameter Centrifugally Cast (Spun) Ductile Iron pressure pipes for water, gas and Sewage with Socket Spigot Ends Confirming to 8329- 2000 in standard working lengths of 4, 5, 5.5 & 6 m for classification K7 suitable for push - on joint (Rubber Gasket) Dejointing) with cement mortar lining inside the pipes with Outside Zinc Coating Rtaes are Exfactory excluding transporation, taxes and duties

Quantity2750

Rate-

Amount 7480223.16

s2;Supply and delivery of D.I.D/F SLUICE VALVES OF 250mm Dia. conforming to IS 14846/2000 with amendments No.1 & 2 heavy duty with D.I 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.

Quantity4

Rate-

Amount 145922.56

Quantity6

Rate-

Amount 132275.13

s2;Manufacture, Supplying and delivery of 250mm Dia. M.S. FLANGES for jointing 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 ExD.Ise duty, Sale Tax and speicals etc., complete for finished item of work.

Quantity4

Rate-

Amount 4126.5

s2;Earth work excavation in soft & hard Rock and depositing on bank with an initial lead of 10mts and lift of 2mts in sand or loose soils, wet Sand not under water, silt in canals, channels and drains etc., and incluidng all operational, incidental, labour charges, shuch as shoring, sheeting, planking, strutting and dewatering charges etc., complete for finished item of work.

Quantity1309

Rate-

Amount 151605.76

Quantity1309

Rate-

Amount 192035.84

Quantity654.5

Rate-

Amount 475657.68

Quantity350.62

Rate-

Amount 445831.8

s2;Lowering, Laying and Jointing of 250mm Dia. DI 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 and all operational, inD.Idential and all labour charges etc., complete for finished item of work.

Quantity2750

Rate-

Amount 556985.01

s2;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 .

Quantity4

Rate-

Amount 2148.62

Quantity6

Rate-

Amount 867.97

Quantity4

Rate-

Amount 2108.27

Quantity6

Rate-

Amount 2081.81

Quantity-

Rate-

Amount -

s2;250 mm Dia. D.I. pipes .

Quantity458

Rate-

Amount 226000.55

Quantity4

Rate-

Amount 53917.8

Quantity2786.95

Rate-

Amount 613901.01

Quantity15

Rate-

Amount 1891.54

s2;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 .)

Quantity9

Rate-

Amount 950.78

s2;GLSR Earth work excavation for foundations and deposting on bank with an initial lead of 10 Mts. and lift of 2 Mts. in sand or loose soils, wet sand not under water, silt in canals, channels and drains etc., and including all operational incidental labour charges such as shoring sheeting, planking, strutting etc., complete for finished item of work.

Quantity135.64

Rate-

Amount 15709.32

Quantity54.26

Rate-

Amount 7959.47

Quantity27.13

Rate-

Amount 19714.98

Quantity7.54

Rate-

Amount 9582.28

Quantity7.54

Rate-

Amount 96908.6

s2;VRCC. M30 grade design mix concrete corresponding to IS-456 using BATCHING PLANT with 20mm and 12.50mm 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 Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of workt.,for GLSR BOTTOM SLABS.

Quantity11.64

Rate-

Amount 86715.35

s2;VRCC. M30 grade design mix concrete corresponding to IS-456 using WEIGH BATCHER / MIXER with 20mm and 12.50mm 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 Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of workt.,for GLSR SIDE WALLS.

Quantity13.83

Rate-

Amount 219693.07

Quantity1.71

Rate-

Amount 20714.46

Quantity3.35

Rate-

Amount 55304.63

Quantity3.66

Rate-

Amount 301362.04

Quantity130.51

Rate-

Amount 66049.39

Quantity41.8

Rate-

Amount 9630.67

Quantity60.47

Rate-

Amount 13319.82

Quantity2

Rate-

Amount 1506.53

s2;Supply, Transportation of 10 HP Three Phase open well ISI Submersible Motor Pumpset (100x75) with makes adopted in sor. Including errection in GLSR.(WITH 35M HEAD)

Quantity3

Rate-

Amount 142333.43

Quantity75

Rate-

Amount 15767.48

s2;Supplying and Erecting of Penel Mounting 125A, 4 Pole, 25KA, MCCB waith thermal magnetic setting/Microprocessor vased release arrangement with all connections etc., complete on existing penel.

Quantity3

Rate-

Amount 36906.19

Quantity3

Rate-

Amount 54903.28

Quantity45

Rate-

Amount 38958.58

Quantity105

Rate-

Amount 32209.85

Quantity1

Rate-

Amount 4305.84

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