Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date6 Feb 2025
Closing Soon26 Feb 2025
Tender Amount₹ 99,94,000 
Notes
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Costs

Description

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BOQ Items

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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::6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) As per DSR 6.1.1

112.94

5366

606126.39

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.4.1

96.77

6803

658414.37

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12 mm cement plaster of mix :13.1.1 1:4 (1 cement: 4 fine sand) sgm 347.05 As per DSR 13.1.1

932.74

252

235703.4

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15 mm thick cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement : 4 coarse sand) .As Per DSR 13.2.1

50.54

290

14699.56

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12 mm thick cement plaster of mix : 1: 6 (1 cement : 6 coarse sand) DSR-13.4.2

104.37

250

26115.46

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Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame, or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge frame and palla. DSR 10.31

519

95

49315.38

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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

41.88

6586

275842.2

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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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).DSR 5.3 Above Plinth

11.22

8377

93995.66

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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

20.8

7902

164369.3

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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 DSR 5.9.1

250.58

285

71550.61

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

70.76

675

47774.32

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

37.62

536

20171.84

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Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts DSR 5.9.6

246.41

699

172474.68

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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 Thermo-Mechanically Treated bars of grade Fe-500D or more. .As per DSR 5.22.6

81.32

7852

638597.01

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Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. DSR 10.18

1

160

160.66

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Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. DSR 2.25a

916.07

510

467250.66

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Construction of granular sub base by providing well graded material , spreading in uniform layers with moter graded on prepared surface ,mixing by mix in place method with rotavator atOMC, and compacting with smooth roller to achived the desired density, complete as per T.S.C. 401

38.5

2102

80950.1

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Providing laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing-rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber applying and brooming crushable screening to fill-up the interstices of coarse aggregtate watering and compacting to the required density grading 3 as per Technical Specification clause 405.

28.88

2998

86596.68

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Construction of unreinforced, dowel jointed at expansion and construction joints only, plain cement concrete pavement, thickness as per design, over a prepaired sub base, with 43 Grade cement or any other type as per clause 1501.2.2, M 30 (Grade), coarse and fine aggregates conforming to IS383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mixed design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plate, including levelling the formwork as per drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 .

67.5

6970

470475

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1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) As per DSR 4.1.3

10.58

5736

60693.02

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Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm DSR 11.41.2

76.09

1131

86066.92

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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. DSR 13.80

98.26

113

11164.3

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Distempring with 1at quality acrylic distwmper(ready mix)having VOC content less than 50gm/ltr,of approved manufacturer and of required shade and colour all complete to achieve even shade and colour: New work(two or more coats)over and including water thinable priming coat with cement primer having VOC content less than 50grm/ltr DSR 13.41.1

98.26

135

13282.79

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Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern,including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge.As Per DSR 13.78

27.68

73

2027.56

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P/F 110 mm dia PVC Pipe

42

130

5460

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INTERIOR FINISHING Colour washing such as green, blue or buff to give an even shade :New work (two or more coats) with a base coat of white washing with lime.As per DSR 13.39.1

42.2

38

1637.78

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Exteriour Painting Finishing walls with water proofing cement paint of required shade :13.441 New work (Two or more coats applied @ 3.84 kg/10 sqm) sgm As per DSR 13.44.1

71.75

85

6107.36

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Supply & Fixing of Wash Hand Basin 550x400 mm size of white glazed earthenware (22"x16") SI No 17.7.4

2

1368

2736.6

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Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. As per DSR 17.23

3

1200

3601.95

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Providing and fixing white vitreous china water closet squatting pan (Indiantype) :17.13.1 Long pattern W.C. pan of size 580 mm

4

1426

5707.96

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Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with mdular type switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group A DSR 1.10.1

45

800

36037.8

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Power plug wiring in PVC conduit (2 x 4 Sq.Mm.) :- Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. DSR 1.12

6

263

1581.18

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Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C' series, miniature circuit breaker (MCB)suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole DSR 2.10.1

6

201

1211.88

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Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect. - CAT-AAA, UPPWD-1413(A)

5

620

3100

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Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. DSR 19.1

1

2153

2153.97

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Supply and fixing of batten / angle holder complete in all respect. SI No 405

5

60

300

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Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 45 watt to 50 Watt. Confirming to IP 66 protection complete in all respect PWD 1421

76

4940

375440

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Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required. 2 x 10 sq.mm. + 1 x 6 sq.mm. Earth wire DSR 1.14.5

216

449

97141.68

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S&F surface/flush mounting 4 ways SPN distribution board with additional metal door without MCB complete in all respect, as directed at site by Engineer in charge. CAT B PWD 1022 (A)

1

1265

1265

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Supply and burying of 600mm x 600mm x 6mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of one no. 8 to 10 SWG GI wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing (This will apply for earthing of poles also). PWD 702

1

5350

5350

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Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.10.26.3 G.I. pipes,As Per DSR No.10.26.3

270.86

147

40046.65

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Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.10.25.2 In gratings, frames, guard bar, ladder, railings, brackets,gates and similar work.As per DSR 10.25.2

15

12567

188505

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Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.As Per DSR 18.48

1000

8

8010

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P/F brass bib cock 15mm dia. SI no. 18.15

8

257

2057.68

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S/F brass stop cock 20 mm as per SI no. 18.16

3

276

828.33

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P/F 20 mm dia CPVC pipe including all fittings as per SI NO 18.8.2

35

391

13700.4

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P/F 25mm dia CPVC pipe including all fittings as per SI No 18.7

40

456

18268.8

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Supply and fixing of informatory Sign board including its painting, Lettering including supply of all materials,labour T&P etc. required for proper completion of the work.

1

4464

4464



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