Rural Engineering Department Tender

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Rural Engineering Department - RED Tender

Works
Eprocure
Opening Date14 Nov 2024
Closing Soon28 Nov 2024
Tender Amount₹ 11,80,000 
Notes
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Costs

Description

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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete as per DSR 5.9.1

11.35

288

3271.41

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Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers as per DSR 5.9.5

7.82

541

4232.58

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Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform as per DSR 5.9.3

16.51

681

11252.06

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) as per DSR 5.1.2

3.95

6648

26262.09

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) as per DSR 5.2.2

4.23

7976

33742.37

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars as per DSR 5.22.3

16.05

7926

127228.03

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and upto plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) as per DSR 6.1.1

2.46

5417

13310.63

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in Super Structure in: Cement mortar 1:6 (1 cement : 6 coarse sand) as per DSR 6.3.1

6.04

825

4987.33

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12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) as per DSR 13.1.1

58.23

255

14852.54

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Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent as per DSR 8.2.2.2

58.23

3775

219817.41

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Providing and fixing expandable fasteners of specified size with necessary plastic sleeves and galvanised M.S. screws including drilling holes in masonry work /CC/ R.C.C. and making good etc. complete.As per Code 8.24.4 DSR 2023 For 50 mm Long

291.13

21

6367.08

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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. as per DSR 13.80

13.36

114

1531.93

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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per DSR 13.47.1

13.36

125

1679.65

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Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. As per Code 8.3.2 DSR 2023 For Granite work

122

375

45817.1

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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2.1.1 All kinds of soil

135

95

12884.4

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S/F of sign board

1

4800

4800

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MDM

-

-

-

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Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

6.57

191

1256.97

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P.C.C.in 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

5.57

5006

27887.99

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)

4.82

5417

26112.01

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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

9

288

2594.07

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

2.03

6648

13496.72

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars

239.03

78

18859.47

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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

144.72

86

12482.1

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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes

847.93

142

121152.81

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Providing and fixing bolts including nuts and washers complete.

4

117

468.48

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12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

15.92

255

4060.87

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Providing and Laying Kota stone Flooring I/C all completion

61.75

1730

106870.73

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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete

15.92

114

1826.02

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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)

15.92

125

2002.1

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Factory made 50mmx47 mm with a wall thickness of 5 mm door frame PVC extruded sheet including carriage

36.37

114

4167.87

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Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gm/ m*

69.12

799

55255.91

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Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gm/mz

9.6

720

6918.43

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Earth work cutting or embankment in ordinary soil excavation to be in form of regular pits not exceeding 1/2 Mtr in depth and earth embankment to be in 20 cm layers, includind ramming and dressing the surface of required levels and slopes for making earthen base and deposited a 30 M distance as directed by the Engineer-in-charge as S.I. No. 253 (231A) with royality. with 3 km cartage

16.2

242

3922.02

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S/F of sign board at site

2

4800

9600

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Filter chamber

-

-

-

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Excavation of foundation

41.56

191

7951.26

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Extra Lift

20.76

93

1934.83

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B/W in 1:6 taking 75% for H/combing

12.36

5242

64793.59

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RCC in 1:1.5:3

1.92

6648

12765.37

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P/Laying of B/ballast

19.8

1350

26730

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Steel

188.4

79

14934.47

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Plaster work in 1:3 with neat cement

12.56

330

4150.08

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P/laying of 110 mm dia PVC pipe

12

277

3328.68

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construction of manhole 600x450x600mm

4

5622

22489.72



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