Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date13 Dec 2024
Closing Date30 Dec 2024
Tender Amount₹ 17,43,525 
Notes
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Costs

Description

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BOQ Items

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 4.1.15 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)

7.57

8980

67979

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 4.1.14 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)

0.6

9295

5577

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4.1.11 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)

0.15

10742

1611

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4.4 Centering shuttering including struttings, propping etc. and removal of form work for: 4.4.1 Foundations, footings, bases for columns.

22.5

303

6820

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4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.

22.5

894

20122

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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level: 5.1.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)

12

12073

144886

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 5.2.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)

2.48

13305

32998

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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement 5.3.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)

9.79

13584

132992

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5.8 Centering shuttering including struttings, propping etc. and removal of form work for: 5.8.1.1 Foundations, footings, bases for columns etc. for mass concrete with timber plank

86.64

333

28929

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5.8.6.1 Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply

39.6

625

24770

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5.8.5.1 Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply

33.6

499

16780

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5.8.4.2 Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply

96.5

729

70397

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5.19 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more

3165.55

103

328901

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First class brick work in foundation and plinth including cost of all materials as required complete:- 6.1.5 In cement mortar 1:6 ( 1 cement : 6 fine sand ).

6.22

9515

59185

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6.3 First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- 6.3.5 In cement mortar 1:6 ( 1 cement : 6 fine sand ).

0.14

11064

1549

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6.6 Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete.

0.26

519

135

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6.12 Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- 6.12.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ).

51.54

1533

79037

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8.46 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. 8.46.2 Fixed to openings /wooden frames with rawl plugs screws etc.

277.2

169

47041

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9.12 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. 9.12.1 Hot finished welded type tubes

277.2

146

40527

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11.22 Supply & installation of pre-painted Galvalume sheets for roofing/cladding (size, shape and pitch of corrugation as approved by Engineer-in-charge) in 550mpa steel grade, made out of Cold Rolled Steel coated with Zinc-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to ASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality Polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-incharge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM washers filled with white lead complete upto 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 and as per direction of Engineer-in-charge. 11.22.4 0.60mm thickness

122.43

1092

133779

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11.23 Supply & installation of pre-painted Galvalume sheets roofing accessories in 550mpa steel steel grade, made out of Cold rolled steel coated with Zinc-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to AASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side etc. complete as per direction of Engineer-in-charge. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. The sheet shall be fixed using self drilling /self tapping screws with EPDM washers complete for Ridges/Valley/Gutter/Flashing of width 610mm: 11.23.4 0.60mm thickness

18.29

606

11084

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Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete. 10.9.2 40 mm thick with 20 mm well burnt brick aggregate

84.81

597

50665

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10.40 Providing and fixing 1st class quality ceramic glazed wall tiles conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-incharge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade etc. all complete as per direction of the Engineer in-charge. 10.40.2 600 mm X 300 mm in all shades and design

34.8

1110

38638

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10.41 Providing and laying 1st class quality ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 - 2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. all complete as per direction of the Engineer in-charge. 10.41.1 Mat Finish Tiles/ Anti-skid Tiles/ Glossy Tiles 10.41.1.1 300 mm x 300 mm in all shades and designs

84.89

1064

90391

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10.54 Providing and fixing Precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry including rubbing and cleaning etc. all complete as per direction of Engineer-in-charge. 10.54.1 In dark shade using ordinary cement

0.9

834

751

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12.4 6 mm cement plaster of mix : 12.4.1 Cement mortar 1:3 (1 cement : 3 fine sand)

169.7

185

31513

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Neat cement punning

6.3

56

358

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12.38 Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. 12.38.1 Water thinnable cement primer

46.8

37

1755

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12.35 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 grams/ litre, of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.35.1 New work ( two or more coats) over and including water thinnable priming coat with cement primer.

116.6

120

14085

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12.42 Finishing walls with premium acrylic smooth exterior paint with Silicon additives of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.42.1 New work ( two or more coats applied @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

46.8

154

7245

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12.60 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: 12.60.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture

15.4

154

2378

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Excavation in soil by manual means Excavation in Roadway cutting in soil by using manual means including loading in truck and carrying of cut earth to embankment site with all lifts and lead upto 1000 metre as per MoRT&H Technical Specification clauses of section 300.

23.4

263

6175

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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres as per direction of the of the Engineer-in-Charge.

15599.97

7

118903

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412 Brick soling Flat Brick soling Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.

156

579

90340

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412 Brick soling Brick edging laid length wise Providing and laying brick edging laid lengthwise on prepared subgrade according to lines, grades and crosssection shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.

156

86

13432



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