New Okhla Industrial Development Authority Tender

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New Okhla Industrial Development Authority Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date13 Jun 2024
Closing Date19 Jun 2024
Tender Amount₹ 75,93,757 
Notes
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Costs

Description

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BOQ Items

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

30

3292

109.74

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P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering – all work up to plinth level 1:4:8 (1 Cement : 4 C. Sand : 8 graded stone agg. 40 mm N.S.) 4.1.8/DSR-12

63.75

432309

6781.32

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Brick work with F.P.S. bricks of class designation 100 in foundation and plinth in; cement mortar 1:4 (1cement : 4 C.Sand) DSR 12/I.No.6.1.1

68.58

422004

6153.46

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 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) (6.4.1)

93.15

689947

7406.84

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12mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) DSR 12/I.No.13.4.1)

594

125619

211.48

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15mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement : 4 c. Sand). DSR 12/I.No.13.5.1)

432

104829

242.66

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Steel work welded in built up sections/framed work including hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladders, railings, brackets, gates, & similar works.(DSR-12,10.25.2)

475

56145

118.2

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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) : 3 graded stone aggregate 20 mm nominal size).(DSR-16 5.2.2)

24

233353

9723.08

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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 (Ino5.22.3/p-92)

1884

144540

76.72

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"Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)."

649.69

352749

542.95

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Centring and shuttering including strutting, propping etc. and removal of form for all heights.

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-

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a) Columns, Pillar, Piers, Abutments, Posts and Struts.I.no. 5.9.6

222

111816

503.68

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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. (13.62.1/p-206)

51

7075

138.74

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Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface 13.111.1

1018.8

82553

81.03

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Finishing wall with water proofing cement paint of required shade. New work (Two or more coats applied 3.84 Kg/10cm2) Ino-13.44.1/p-204

1026

81567

79.5

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Neat cement punning. (DSR-12/Ino-13.18,Pno-202)

291

13435

46.17

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"Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/ cum.Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level"

60.75

567194

9336.54

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Earth work in embakment in ordinary soil embankment to be in 20 cm. Layer breaking clods. Watering, rolling each layer with ½ tonne roller or wooden roller or steel rammer and rolling every third or top most layer with power roller or minimum 8 tonne i/c 1.50 m. lift and all lead i/c cartage of earth by mechanical transportation and all T&P labour etc required for proper completion of work. (Earth shall be arrenged by the contractor at his own cost from out side of Noida).

352

150796

428.4

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Supplying and filling in plinth with Jamuna sand under floor including watering, ramming, consolidating and dressing complete.2.27/p-67

243.75

470152

1928.83

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Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

547.5

453236

827.83

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Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer- incharge. ( Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage (16.60.1)

12.5

121164

9693.18

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Construction of Pump House

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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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. Contractor has to detect different utilities like sewer line watrer supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of engineer in charge.

129.68

22177

171.02

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

129.68

14231

109.74

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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 : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). I-4.1.10

39.37

255109

6479.79

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in: ement mortar 1:4 (1 cement : 4 coarse sand)-6.1.1/p-99

115.31

709555

6153.46

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P/L Damp Proof Course 40mm thick with cement concrete 1:2:4 (1 Cement ; 2 C. Sand : 4 graded stone agg. 12.5mm N.S.) (4.10/p-81)

20.08

7292

363.16

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 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) (6.4.1)

67.84

502480

7406.84

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12mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) (13.4.1/p-201)

144.99

30662

211.48

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15mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement : 4 c. Sand). (13.5.1/p-201.)

382.92

94730

247.39

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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate ) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick 20 mm N.S stone agg.(11.3/p-172)

91.14

43056

472.42

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Supplying and filling in plinth with Jamuna sand under floor including watering, ramming, consolidating and dressing complete.2.27/p-67

22.92

44208

1928.83

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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. (DAR-10.1)

600.96

46886

78.02

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Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)-10.11.1

300

37470

124.9

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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) : 3 graded stone aggregate 20 mm nominal size). 5.3

18.82

187530

9964.4

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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 (Ino5.22.3/p-92)

3692.49

283287

76.72

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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. (13.62.1/p-206)

53.57

7432

138.74

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Finishing wall with water proofing cement paint of required shade. New work (Two or more coats applied 3.84 Kg/10cm2) Ino-13.44.1/p-204

345.46

27464

79.5

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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement prim (13.41.1)

279

30929

110.86

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White washing with lime to give an even shade : New work (three or more coats )(DSR, Ino-13.37.1/p-204)

107.96

2172

20.12

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Providing gola 75x75 mm in cement concrete1:2:4 (1cement :2C. sand :4 stone agg. 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 F. sand) as per standard design in 75x75 mm deep chase. ( DSR-12.21.1/p-189)

93

17047

183.31

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Making khurras 45x45cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement :2 C. sand:4 graded stone) agg. Of 20mm N.S.)over PVC sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1cement:c. sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete.(DSR-12.2/p-189)

6

1441

240.31

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Providing and fixing on wall face 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,(i) Single socketed pipes. 75 mm diameter (DSR-12/12.41.2/p-192)

21.6

3603

166.85

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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.

-

-

-

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(I) Bend 87.5° -110 mm dia (DSR-12/12.42.5.2/p-192)

12

1596

133

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Providing and fixing unplasticised- PVC pipe clips of approved design to unplasticised-Rigid PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS Screws of required length including cutting brick work and fixing in cement mortar . 1:4 ( 1 cement :4 c sand ) and making good the walletc complete. 110 mm ( DSR-12/12.43.3.2/p-192)

18

3748

208.25

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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. (4.17/p-82,DSR-16)

88.85

50770

571.42

... More
Neat cement punning. (DSR-12/Ino-13.18,Pno-202)

48.5

2239

46.17

... More
Steel work welded in builtup section/frame work I/c cutting hoisting fixing in position and applying a priming coat of approved steel primer using structural steel eyc. As required.

-

-

-

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In grating,frame ,guarders, ,radders, railings, bracket,Gate and similar works.(D.S.R.-12/I-10.25.2/p-166)

300

35460

118.2

... More
6 mm cement plaster of mix:

-

-

-

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1:3 (1 cement : 3 fine sand) ( DSR-12/I-13.16.1/p-202)

109.31

17116

156.59

... More
Centring and shuttering including strutting, propping etc. and removal or form for: all heights (Ino-5.9/ Pno-89)

-

-

-

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(a)Suspended floors, roofs, lending balconies and excess platform.

116.25

52905

455.1

... More
(b)Lintels, beams, plinth, beams girders, bressumers and cantilevers.

13.8

5221

378.37

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P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering – all work up to plinth level 1:2:4 (1 Cement : 2 C. Sand : 4 graded ston agg. 20 mm N.S.)DSR-12/I-4.1.3/p-79

7.2

57379

7969.43

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P/F M.S. specials such as Tee, Bends·, Collars, Tapers, Gap pieces, including Flange Ends as required , Painting ,Cutting, welding as per site requirement of MS pipe thickness etc complete in all respect as per direction of E/I. NSI-7.00

4763.55

357742

75.1



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