Municipal Corporation Tender

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Municipal Corporation - GHMC Tender

Works
Civil And Construction
Opening Date7 Mar 2025
Closing Soon15 Mar 2025
Tender Amount₹ 21,70,347 
Notes
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Costs

Description

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civil work;Supply of bituminous hot sealing compound (Grade 'A' ISI) /polysulphide and sealing the joints including cost and conveyance of all materials etc for longitudinal joints at 4.5m interval as per MORTH specification No. 602 - 1 Rmt

270.67

15

4157.49

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civil work;Supply of 25mm thick high performance premoulded expansion joint filler board (SILFLEX CAPCELL HD-100 or equivalent make), placing the same 25 mm below top of pavement slab, sealing at 50 m interval in CC pavement including cost and conveyance of all materials for expansion joints conforming to MORTH specification No. 602 (for 150 mm thick slab)

243.6

148

36113.7

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civil work;Supply and placing Impermeable plastic sheeting 125 micron thick over lean concrete mix as seperation membrane.

1218

14

17052

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civil work;Saw cut joints for freshly laid concrete pavement includig cost and conveyance of all materials, Grooves 2-3 mm.

270.67

88

23818.96

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civil work;Mechanical trowelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc, complete for finished item of work as directed by Engineer-in-Charge

1218

41

49938

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civil work;Supply and placing of the Ready Mix Concrete (RMC) M30 grade Standard Design Mix Concretegrade as per IS4926- 2003 with minimum cement content as per IScode456- 2000 using 20mm graded metal, from standard suppliers approved by the department including pumping, laying concrete, centering, shuttering vibrating / screed / pan vibrating, curing etc. complete but excluding cost of steel and its fabrication charges, for finished item of work. (M30-350 Kgs) {50% natural river sand + 50% rock sand}

182.7

5094

930852.85

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civil work;Supply and placing of the Ready Mix Concrete (RMC) M10 grade Standard Design Mix Concretegrade as per IS4926- 2003 with minimum cement content as per IScode456- 2000 using 20mm graded metal, from standard suppliers approved by the department including pumping, laying concrete, centering, shuttering vibrating / screed / pan vibrating, curing etc. complete but excluding cost of steel and its fabrication charges, for finished item of work. (M10-220 Kgs), {50% natural river sand + 50% rock sand}

91.35

4398

401820.33

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civil work;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH. (with out paver finisher)

243.6

1986

484011.28

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civil work;Carting of excavated earth with a lead of about 14 KMts, including cost and conveyance of all materials and all labour charges, contractor profit and over head charges etc., complete for finished item of work as directed.

280.14

241

67561.36

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civil work;Construction of additional 0.10mt depth to 0.90 mts circular dia sewer manhole of 0.90mts depth with cement bricks of size (flyash cement blocks of size 225x100x60mm with compressive strength of 50Kg/sq.mt IS:12894-1990 class V) in cm 1:4 prop for corbelling portion with internal plastering 20mm thick (cm 1:3 prop) and external plastering 12mm thick (cm 1:3 prop) excluding the cost and fixing charges of CI steps, including the cost and conveyance of all materials at site complete and curing for 21 days complete all taxes seignorage charges as per specification etc complete

30

853

25600.2

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civil work;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 seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). Earth work excavation Ordinary Soil-Manual Means-Upto 3 m depth

280.14

293

82086.62



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