Municipality Tender

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Municipality Tender

Works
Civil And Construction
Drainage Work
Opening Date20 Dec 2024
Closing Soon30 Dec 2024
Tender Amount₹ 1,55,16,940 
Notes
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Costs

Description

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CONSTRUCTION OF PIPE DRAIN;BLD-CSTN-4-1-(34): Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500) grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of 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 in all floors.( APSS No.126) FOR Perforlated slab

3346.11

77

258620.84

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CONSTRUCTION OF PIPE DRAIN;BLD-CSTN-4-1-(34): Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500) grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of 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 in all floors.( APSS No.126) FOR SIDE WALLS

11868.12

77

917286.99

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CONSTRUCTION OF PIPE DRAIN;BLD-CSTN-4-1-(34): Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500) grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of 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 in all floors.( APSS No.126) FOR SLAB

4912.85

77

379714.18

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CONSTRUCTION OF PIPE DRAIN;BLD-CSTN-3-16-(31)-C : Supply and placing of the M-20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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, vibrating, curing, centering, shuttering charges etc.,complete but excluding cost of steel and its fabrication charges (APSS No. 402) with minimum cement content as per IS code for finished item of work. for RCC SLABS, BEAMS (using Steel Scaffolding) Note : 1) The cement content is adopted as 350Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 350 Kgs/ Cum the defference in cost shall be deducted. For 1800mm dia NP3 RCC pipe

8.33

12240

101988.37

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CONSTRUCTION OF PIPE DRAIN;BLD-CSTN-3-16-(31)-C : Supply and placing of the M-20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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, vibrating, curing, centering, shuttering charges etc.,complete but excluding cost of steel and its fabrication charges (APSS No. 402) with minimum cement content as per IS code for finished item of work. for RCC SLABS, BEAMS (using Steel Scaffolding) Note : 1) The cement content is adopted as 350Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 350 Kgs/ Cum the defference in cost shall be deducted. For 1400mm dia NP3 RCC pipe

4.06

13988

56809.9

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CONSTRUCTION OF PIPE DRAIN;BLD-CSTN-3-16-(31)-C : Supply and placing of the M-20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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, vibrating, curing, centering, shuttering charges etc.,complete but excluding cost of steel and its fabrication charges (APSS No. 402) with minimum cement content as per IS code for finished item of work. for RCC SLABS, BEAMS (using Steel Scaffolding) Note : 1) The cement content is adopted as 350Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 350 Kgs/ Cum the defference in cost shall be deducted. FOR SIDE WALLS

43.96

8672

381202.7

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CONSTRUCTION OF PIPE DRAIN;BLD-CSTN-3-16-(31)-C : Supply and placing of the M-20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / 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, vibrating, curing, centering, shuttering charges etc.,complete but excluding cost of steel and its fabrication charges (APSS No. 402) with minimum cement content as per IS code for finished item of work. for RCC SLABS, BEAMS (using Steel Scaffolding) Note : 1) The cement content is adopted as 350Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 350 Kgs/ Cum the defference in cost shall be deducted. FOR SLAB

18.2

8199

149192.96

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CONSTRUCTION OF PIPE DRAIN;BLD-CSTN-3-5 (22) -Using Concrete mixture all works : Plain Cement concrete nominal mix (1:4:8) prop (Cement : fine aggregate: coarse aggregate ) using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed.

14.18

5863

83143.58

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CONSTRUCTION OF PIPE DRAIN;Amendment 2021-22 BLD-CSTN-2-8 (16) : Filling with Stone Dust (below 2.36mm stone chips) in trenches, sides of foundations and basement 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. (APSS NO. 309 & 310)

14.18

1787

25351

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CONSTRUCTION OF PIPE DRAIN;RBR-FNDN-1 (I-B-(i)) : 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).Mechcanical Means-Upto 3 m depth

433.27

128

55558.21

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CONSTRUCTION OF PIPE DRAIN;RBR-FNDN-1 (I-A-(i)) : 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)- manual means

48.14

285

13737.23

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CONSTRUCTION OF PIPE DRAIN;Carting of surplus excavated rock from the site to a distance suitable including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete with lead of 10km

770.09

160

123445.43

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CONSTRUCTION OF PIPE DRAIN;BLD-CSTN-2-9 (17) : Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement 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. (APSS NO. 309 & 310)

1174.08

195

230107.94

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CONSTRUCTION OF PIPE DRAIN;PHE-LRCS-6: Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters excluding cost of rubber rings as per BIS No. 783/1985 for 1000mm dia & above For 1800mm dia NP3 RCC pipe

185

874

161845.4

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CONSTRUCTION OF PIPE DRAIN;PHE-LRCS-6: Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters excluding cost of rubber rings as per BIS No. 783/1985 for 1000mm dia & above For 1400mm dia NP3 RCC pipe

180

874

157471.2

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CONSTRUCTION OF PIPE DRAIN;PHE-LRCS-6: Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters excluding cost of rubber rings as per BIS No. 783/1985 for 1000mm dia & above For 1200mm dia NP3 RCC pipe

20

874

17496.8

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CONSTRUCTION OF PIPE DRAIN;A/c to SSR Pg:512/594:Manufacture, Supply and Delivery of Rubber rings to suit R.C.C.Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises confirming to B.I.S.5382/1985 For 1800mm dia NP3 RCC pipe

78

3272

255224.58

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CONSTRUCTION OF PIPE DRAIN;A/c to SSR Pg:512/594:Manufacture, Supply and Delivery of Rubber rings to suit R.C.C.Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises confirming to B.I.S.5382/1985 For 1400mm dia NP3 RCC pipe

76

2098

159483.72

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CONSTRUCTION OF PIPE DRAIN;A/c to SSR Pg:512/594:Manufacture, Supply and Delivery of Rubber rings to suit R.C.C.Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises confirming to B.I.S.5382/1985 For 1200mm dia NP3 RCC pipe

8

1907

15260.8

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CONSTRUCTION OF PIPE DRAIN;A/c to SSR Pg:510/594:Manufacture, Supply and Delivery of R.C.C. Socket and Spigot pipesconforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length) including transportation and taxes. For 1800mm dia NP3 RCC pipe

185

31578

5841950.35

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CONSTRUCTION OF PIPE DRAIN;A/c to SSR Pg:510/594:Manufacture, Supply and Delivery of R.C.C. Socket and Spigot pipesconforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length) including transportation and taxes. For 1400mm dia NP3 RCC pipe

180

18345

3302244

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CONSTRUCTION OF PIPE DRAIN;A/c to SSR Pg:510/594:Manufacture, Supply and Delivery of R.C.C. Socket and Spigot pipesconforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length) including transportation and taxes. For 1200mm dia NP3 RCC pipe

20

13858

277167

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CONSTRUCTION OF PIPE DRAIN;Amendment 2021-22 BLD-CSTN-2-8 (16) : Filling with Stone Dust (below 2.36mm stone chips) in trenches, sides of foundations and basement 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. (APSS NO. 309 & 310)

65.8

1787

117637.24

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CONSTRUCTION OF PIPE DRAIN;BLD-CSTN-2-11 ; (New Item) : Earth work excavation Hard rock (blasting prohibited)-Up to 3 m depth using Hydraulic Excavator with Breaker Attachment 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 excluding seigniorage anf dewatering charges etc as per SS - 20 B (APSS 308)

194.42

1008

196037.57

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CONSTRUCTION OF PIPE DRAIN;RBR-FNDN-1 (I-B-(i)) : 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 excluding dewatering charges etc as per SS - 20 B (APSS 308).Mechcanical Means-Upto 3 m depth

1555.33

128

199439.97

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CONSTRUCTION OF PIPE DRAIN;RBR-FNDN-1 (I-A-(i)) : 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 excluding dewatering charges etc as per SS - 20 B (APSS 308) - By manual means

194.42

285

55479.69

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CONSTRUCTION OF PIPE DRAIN;A/c to SSR Pg:495/594:Cutting BT road surface including stacking of excavated materials for pipe line trench work

65.8

1280

84252.95



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