Municipal Administration Department Tender

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Municipal Administration Department Tender

Works
Opening Date23 Dec 2024
Closing Date31 Dec 2024
Tender Amount₹ 3,28,993 
Notes
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Costs

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Construction of CC Drain and Road;Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7-0.8 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, 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 of the work.

120

85

10201.2

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Construction of CC Drain and Road;TBSC-T.I-15 : Saw cut joints for freshly laid concrete pavement including all material and labour charges

24

99

2399.52

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Construction of CC Drain and Road;BLD-CSTN-2-8 (16) : Filling with Gravel 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) Side Berms

4.8

308

1482

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Construction of CC Drain and Road;Drain walls

16.32

6048

98707.77

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Construction of CC Drain and Road;Drain base

1.53

5872

8984.33

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Construction of CC Drain and Road;BLD-CSTN-3-11-(28): Using Concrete mixture up to Plinth Level : Plain Cement concrete nominal mix m-15 (Cement : fine aggregate: coarse aggregate ) using 20mm size Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , s 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 with nomonal reinforcement

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Construction of CC Drain and Road;RBR-FNDN-2: Collection ,Supply and filling of Coarsed sand from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications.

6.19

4682

28974.51

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Construction of CC Drain and Road;RBR-FNDN-2: Collection ,Supply and filling of Coarsed sand from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications.

6.19

441

2734.66

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Construction of CC Drain and Road;BLD-CSTN-2-2(10) : Earthwork excavation for structures in all types of soil as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification for footings, Sumps,Thrust blocks, Chambers and Man Holes etc. by mechanical means.

32.49

128

4165.81

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Construction of CC Drain and Road;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipeline trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete

13.92

285

3973.07

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Construction of CC Drain and Road;BLD-CSTN-2-1(9): Earth work excavation in Ordinary Soil by Manual Means-Upto 3 m depth 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). for Drain (0.35m x 0.5m)

46.41

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