Municipality Tender

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Municipality Tender

Works
Civil And Construction
Civil Works Others
Opening Date3 Apr 2025
Closing Soon11 Apr 2025
Tender Amount₹ 40,59,198 
Notes
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Costs

Description

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BOQ Items

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Compound wall;Jungle Jim L X W X H : 6.0Ft X 6.0 Ft. X 8.50 Ft, : All pipes are MS Class-B any ISI Make ( as directed by the Engineer- in- charge)

1

52700

52700

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Compound wall;(Globe) L X W X H : 12.0Ft X 12.0 Ft. X 6.0 Ft, : All pipes are MS Class-B any ISI Make ( as directed by the Engineer- in- charge)

1

69000

69000

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Compound wall;Double Swing 2 Seater (Seats FRP along with Pigment Paints) L X W X H : 10.5 Ft X 6.0 Ft. X 10.0 Ft,: All pipes are MS Class-B any ISI Make ( as directed by the Engineer- in- charge)

2

25500

51000

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Compound wall;Merry go round 6 seater along with Pigment Paints L X W X H : 5.0Ft X 5.0 Ft. X 5.0 Ft,: All pipes are MS Class-B any ISI Make ( as directed by the Engineer- in- charge)

1

30200

30200

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Compound wall;Spring Horse: L X W X H : 2.0Ft X 2.0 Ft. X 2.0 Ft, : All pipes are MS Class-B any ISI Make ( as directed by the Engineer- in- charge)

1

20500

20500

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Compound wall;BLD-CSTN-2-8 (16) : Filling with Sand 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) "Development of Amberpeta tank Bund in madhira Municipality under TUFIDC Assistance" ENC(PH) R.No. 129/2021-2022, Dated: 12-10-2021

270

1180

318845.7

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Compound wall;laying of turfed Synthetic Royal Grass Artificial

150

1650

247500

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Compound wall;Tummy Twister 2 Persons, The Material used in this Products are Mild Steel and Stain Less Steel ( as directed by the Engineer- in- charge)

1

44000

44000

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Compound wall;Vertical Shoulder Wheel 2 persons, The Material used in this Products are Mild Steel and Stain Less Steel ( as directed by the Engineer- in- charge)

1

33500

33500

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Compound wall;Tai Chi Spinners 2 persons, The Material used in this Products are Mild Steel and Stain Less Steel ( as directed by the Engineer- in- charge)

1

40500

40500

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Compound wall;Leg Press 2 persons , The Material used in this Products are Mild Steel and Stain Less Steel ( as directed by the Engineer- in- charge)

1

63500

63500

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Compound wall;Chest press /Pull down Challenger , The Material used in this Products are Mild Steel and Stain Less Steel ( as directed by the Engineer- in- charge)

1

85500

85500

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Compound wall;Air Swing 2 persons, The Material used in this Products are Mild Steel and Stain Less Steel ( as directed by the Engineer- in- charge)

1

44500

44500

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Compound wall;Air Walker 2 persons, The Material used in this Products are Mild Steel and Stain Less Steel ( as directed by the Engineer- in- charge)

1

58000

58000

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Compound wall;BLD-CSTN-3-12-(29) Using Concrete mixture up to Plinth Level : Plain Cement concrete (M 15) Nominal Mix 1:2.5:5 (Cement : fine aggregate: coarse aggregate ) using 20mm graded metal of 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.

22.5

6287

141458.62

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Compound wall;RBR-FNDN-4 I(i) : Providing P.C.C grade M 10 concrete in open foundations using 20 mm Graded HBG hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and under flooring bed.

15

5740

86107.2

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Compound wall;RBR-FNDN-1: Earth work excavation in Ordinary Soil by Manual Means Upto 3 m depth for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH.

15

285

4280.4

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Compound wall;The Cast Iron ornamental Gazebo of size 10? X 10? feet. The Main fabricated in 80mm X 40mm .The 75mm X25mm Welded to main frame with four sides slopes . The 25mm X25m sq MS pipes welded to four sides for fixing the clay Manglore tiles. The bottom of main frame the cast iron Ornamental Arches will be fixed to four vertical poles on Top. The 8? feet height MS 3 ½? round MS pipe with cast Iron ornamental design Heavy Base fixed to bottom of poles. Including erection with enamel paint.

2

325000

650000

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Compound wall;BLD-CSTN-9-7-(105) :Flooring with High Polished Granite 16 to 18 mm thick up to 8'-00 (2.43 M) black slabs set over base coat of cement mortar (1:8), 20 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like cement, sand water and tilesetc., complete, labour charges for dressing of tilesetc., complete for finished item of work,including the cost and conveyance of all materials.

64.4

5266

339190.29

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Compound wall;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 etc., complete for finished item of work in all floors.( APSS No.126

324

77

25045.2

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Compound wall;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)

21.7

515

11178.32

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Compound wall;BLD-CSTN-5-17-(55): Brick Masonry work in CM (1:6) prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, scaffolding and curing etc., cpomplete with a compresive strength not lessthan 50 kg/sqm for walls for Superstructure Walls.

13.34

7231

96461.54

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Compound wall;For Columns

1.94

15332

29745.96

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Compound wall;For Footing

3.46

11511

39829.03

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Compound wall;BLD-CSTN-3-5 (22) : Plain Cement concrete M10 using 20mm size graded Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , 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. under flooring bed

7.93

5740

45522.01

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Compound wall;RBR-FNDN-1: Earth work excavation in Ordinary Soil by Manual Means Upto 3 m depth for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

7.84

285

2237.22

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Compound wall;Painting to new walls with 2 coats of water proof cement paint of apporved brand and shade over a base coat of approved cement primer grade II making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912.

778.5

273

212771.83

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Compound wall;BLD-CSTN-8-9-(84) : Plastering 20mm thick two coats with base coat of 16mm thick in C.M. (1:6) and top coat of 4mm thick in C.M. (1:3) with dubara sponge finishing including cost & conveyance of all materials like cement, Sand , Water, etc., to site, seigniorage charges, all operational, including charges, labour charges for mixing mortar, finishing, scaffolding, lift charges, curing , including cutting grooves where ever necessary etc., complete for finished item of work of uneven surfaces of walls. (External walls)

778.5

594

462569.13

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Compound wall;BLD-CSTN-5-4-(42): Brick Masonary 2nd Class Ground moulded or treditional size 23x11x7 Cm in Cement Mortor 1:6 Prop including Cost & conveyance of all Materials like Cement, Sand, Bricks, Water, etc., to site cost of Seigniorage charges on all materials, including all labour charges like mixing Cement Mortor, scaffoding charges lift charges , curing charges etc., complete for finished item of work

10.35

8372

86653.62

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Compound wall;Providing High Yield Strength Deformed (HYSD) steel bars (Fe 500/500D/550D 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 etc., complete for finished item of work.( APSS No.126).

133.27

77

10301.77

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Compound wall;For Slab

1.25

11337

14171.5

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Compound wall;For Columns

0.7

15332

10733.08

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Compound wall;For Plinth Beam

0.28

14756

4131.71

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Compound wall;For Footing

1.2

11511

13813.54

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Compound wall;BLD-CSTN-6-6-(61) : Construction of CRS Masonary 2nd Sort in Cement Mortor ( 1:6 ) Prop using hard granite stone including cost & Conveyance of all materials like Cement, Sand , Water, Granite Stones, including labour charges for cutting Stones to required size and shape, mixing of Cement Mortor, Construction, Scaffolding Charges curing etc., complete for finished item of Work .

10.13

5611

56819

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Compound wall;RBR-FNDN-1: B i: Earthwork excavation in ordinary soil by mechanical means up to 3 mts depth for structures as per drawing and technical specifications Clause 305.1 including disposal upto a lead of 50 m, dressing of sides and bottom as per Technical Specification 305 MORD / 304 MORTH.

13.5

128

1731.1



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