Yamuna Expressway Industrial Development Authority Tender

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Yamuna Expressway Industrial Development Authority - YEIDA Tender

Works
Civil Works Others
Eprocure
Opening Date7 Jun 2019
Closing Date20 Jun 2019
Tender Amount₹ 41,24,965 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom.Lifts up to 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed with in a lead of 50m. A.R. All kinds of soil. AR Depth from 0.00 to 1.50 m below

189.92

30463

160.4

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Filling awailable excavated earth(excluding rocks) in trenches, plinth, sides of foundations etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 m and lift upto 1.5 m

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-

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Analysis of Rates

94.96

7520

79.2

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:

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-

-

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(1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). Dsr-16/4.1.10

27.39

115285

4209.05

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Providing ,Laying ,Spreading & compcting graded stone aggregate to Wet Mix Macadam specification including Premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site ,laying in uniform layers with paver in sub -base / bace course on well prepared surface & compacting with vibratory roller to achieved the desired density as per technical specification clause 406 of MORTH (AR).

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-

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under boundary wall Morth(A.R)

94.05

191335

2034.4

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Providing and laying 60mm thick ISI Mark factory made cement concrete interlocking paver block made by block making machine with strong vibratory compaction of approved size, design,shape laid in required colour and pattern over and including average 50mm thick compacted bed of course sand and filling the joints with fine sand all complete as per the direction of engineer in charge with conforming to IS-15658 and IRC:SP:63.

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-

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under boundary wall DSR-16//16.68

1254.09

772143

615.7

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Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.At ugr top DSR-2016/16.89

556.42

425104

764

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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:

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-

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1:4 (1 cement : 4 coarse sand) DSR-2016/6.1.1

15.61

77586

4970.3

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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 : Cement mortar 1:4 (1 cement : 4 coarse sand)

80.35

466150

5801.5

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12mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1 Cement : 4 Coarse sand) DSR-2016/13.4.1

521.16

94251

180.85

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6 mm cement plaster of mix :

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-

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1:3 (1 cement : 3 fine sand) DSR-2016/13.16.1

12.25

1761

143.8

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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. (cast in situ) 1:2:4 (1 cement : 2 coarse sand : 4 grade stone aggregate 20mm nominal size) DSR-2016/14.1.3

4.84

26532

5481.95

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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 : 3 graded stone aggregate 20 mm nominal size) DSR-2016/5.11.2

66.26

411829

6215.35

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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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) DSR-2016/5.2.2

8.41

60096

7145.8

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Reinforcement for RCC work including straightening, cutting, bending placing in position and binding all complete.

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-

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Thermo-Mechanically Treated Bars. DSR-2016/5.22.6

8792.39

497649

56.6

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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. Foundations, footings, bases of columns, etc. for mass concrete.DSR-2016/5.9.1

104.4

20248

193.95

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Suspended floors, roofs, landings, balconies and access platform DSR-2016/5.9.3

20.79

8779

422.3

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Columns, Pillars, Piers, Abutments, Posts and Struts DSR-2016/5.9.6

166

77663

467.85

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Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR-2016/5.9.5

202.19

69330

342.9

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White washing with lime to give an even shade :

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-

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New work (three or more coats) DSR-16/13.37.1

521.16

8990

17.25

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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.

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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. DSR-16/10.25.2

4049.5

348054

85.95

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Providing and fixing ISI marked oxidised M.S. tower bolt black finish,(Barrel type) with necessary screws etc. complete :200x10 mm

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-

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DSR-2016/9.63.2

2

102

51.05

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Providing and fixing ISI marked oxidised M.S. pressed Parliamentary hinges with necessary screws etc. complete :

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-

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DSR-2016/9.58.1

4

236

59.15

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Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm DSR-2016/9.66.1

2

57

28.6

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Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete. DSR-2016/ 9.64

2

156

78.15

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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion DSR-2016/12.42.1.2 110 mm

5.5

564

102.65

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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-2016/10.18

1

130

130.1

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work DSR-2016/13.61.1

236.98

18579

78.4

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Supplying and fixing of following sizes of medium class pvc conduit along with accessories in surface including cuttig the wwall and making good the same in case of recessed conduit as required.(20MM DIA) DSR-2016/7042

30

1320

44

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Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately). DSR-2016/13.72

433.42

252510

582.6

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Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :15 mm wide and 15 mm deep groove DSR-2016/13.73.1

522

17956

34.4

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Add labour cess @ 1% on all above items

4084124.15

40841

0.01



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