Gautam Buddha University Tender

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Gautam Buddha University - GBU Tender

Works
Civil Works Others
Building Construction
Eprocure
Opening Date30 Jun 2018
Closing Date13 Jul 2018
Tender Amount₹ 1,44,43,000 
Notes
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Costs

Description

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BOQ Items

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Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) DSR Code 15.2.1

50

49850

997

... More
Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) DSR Code 15.2.2

10

6151

615.15

... More
Providing 7and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement -all work up to plinth level

-

-

-

... More
1:1.5:3(1 cement:1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) DSR Code 5.1.2

5

27834

5566.9

... More
1:2:4(1 cement:2 coarse sand : 4 graded stone aggregate 20 mm nominal size)DSR Code 5.1.3

25

130969

5238.78

... More
P/L design mix cement concrete of M30 grade, in roads / taxi tracks/ runways complete. Cement concrete prepared with batch mixing machine DSR Code 16.43.1

30

190005

6333.5

... More
Centering & Shuttering including strutting propping extra etc and removal of form for wall (any thickness including attached pilasters buttresses ,plinth & String courses etc DSR Code 5.9.2

50

18785

375.7

... More
Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete up to plinth level DSR Code 5.22.1

-

-

-

... More
Mild Steel

500

26600

53.2

... More
Kota stone slab flooring over 25 mm (average) thick base laid over and jointed with gray cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1:4 (1 cement :4 Coarse sand) DSR Code 11.26.1

400

446560

1116.4

... More
as above 40 mm thick plain

20

27225

1361.27

... More
as above 40 mm thick Rough surface

105

135920

1294.48

... More
as above 30 mm banshi paharpur stone

10

13345

1334.55

... More
as above 40 mm banshi paharpur stone

10

14948

1494.84

... More
Kota stone slab 20 mm thick in risers of steps ,skirting ,dado and pillars laid on 12 mm ( average) thick cement mortar 1:3(1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polished complete DSR Code 11.27

50

59910

1198.2

... More
40 mm thick fine rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement:5 coarse sand) with joint 3mm thick, side buttered with cement mortar,1:2(1 cement :2 stone dust) with an admixture of pigment to match the shade of stone & pointing with same mortar

-

-

-

... More
Red Sand Stone DSR Code 11.30.1

200

157398

786.99

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White Sand Stone DSR Code 11.30.2

20

15739

786.99

... More
P/L at or near ground level factory made kerb stone of M25 grade cement in position to the required line ,level and curvature jointed with cement mortar 1:3 (1cement:3 coarse sand) including making joints with or without grooves ( thickness of joints except at shape curve shall not be more than 5 mm ) including making drainage opening wherever required complete etc .as per direction of EIC(Length of finished kerb edging shall be measured for payment ) Precast CC Kerb stone shall be approved by engineer in charge DSR Code 16.69

8

38381

4797.71

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P/F red sand stone (Kerb stone ) 100 mm thick at base height 200 mm with cornice to top both side jointed with thick cement mortar 1:2 ( 1 cement,2 coarse sand) with admixer pigment to match the shade of stone

100

88500

885

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P/F pvc speed breaker Size 420 mm width and height 70 -75 mm made out of strong weather resistant hardened rubber capable to with stand weight of the vehicle comprise of segments of colour black/yellow .length of one segment 490-500 mm and having 2x2 number glass reflective lenses suitable for fixing with 4 steel zinc plated 12x120 mm nails

220

352000

1600

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Stone work (machine cut edges ) for wall lining etc ( veneer work ) backing filled with a grout of 12 mm thick cement mortar 1:3 ( 1 cement,3 coarse sand) including pointing in white cement mortar 1:2 ( 1 white cement,2 stone dust) with admixture of pigment matching the stone shed ( to be secured to the backing by means of cramps which shall be paid separately) 40 mm thick red sand stone exposed face fine dress with rough backing DSR Code 7.23.1.4

120

291357

2427.98

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P/F 80 mm thick factory made C.C interlocking paver Block of M-30 grade made by block making machine over and i/c 50 mm thick bed of C. sand, filling the joints. DSR Code 16.91.2

250

146540

586.16

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P/F 60 mm thick factory made C.C interlocking paver Block of M-35 grade made by block making machine over and i/c 50 mm thick bed of F. sand, filling the joints. DSR Code 16.91.1

100

68484

684.84

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P/F Chequerred precast CC tiles 22mm thick in footpath and courtyard on 20mm thick bed of CM 1:4 Medium shade using 50 % white cement 50 % grey cement. DSR Code 11.20.2

50

41338

826.77

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P/F Bamboo jaffery/ fencing consisting of superior quality 25 mm dia. half cut bamboo. DSR Code 9.110

100

42080

420.8

... More
Painting with synthetic enamel paint of approved brand and manufacturer to give an even shade one or more coat old work DSR Code 14.45.1

1500

49650

33.1

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Steel work welded in Built up section /framed work ,including cutting ,hosting, fixing in position and applying a priming coat of approved steel primer using structural steel etc.as required DSR Code 10.25.2

-

-

-

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In gratings, Frames, guard bar, ladder, railings, brackets, gates and similar works

700

58520

83.6

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Finishing walls with water proofing cement paint of required shade old work one or more coat 2.20 kg par 10 sqmt DSR Code 14.64.2

3500

130900

37.4

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Earth work in excavation by mechanicals means (Hydraulic excavator)/Manual means in foundation trenches or drains (not exceeding 1.5 in width or 10 sqm on plan ) including dressing of sides on ramming of bootems,lift up to 1.5 m ,including getting out the excavated soil and disposal of surplus excavated soil as directed ,within a lead of 50 m . DSR Code 2.8.1

-

-

-

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All kinds of soils

70

11648

166.4

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1.5 mtr to 3 mtr

10

2181

218.15

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3 mtr to 4.5 mtr

10

2699

269.9

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4.5 mtr to 6 mtr

5

1608

321.65

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6mtr to 7.5 mtr

5

1867

373.4

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc .in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead up to 50 mtr & lift up to 1.5m, DSR Code 2.25

100

12575

125.75

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P/F in position precast RCC man hole cover with frame of required shape and approved quality

-

-

-

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circular shape 560 mm internal dia HD-20 DSR Code 19.19.3.1

25

28700

1148.01

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Sewer Manhole SFRC cover without frame 560mm dia (Heavy duty HD-20)

30

27000

900

... More
P/F in position precast RCC man hole frame without cover of required shape and approved quality circular dia 560 mm dia HD-20

50

30577

611.55

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P/L nonpressure NP-3 & NP-2 class (light duty) RCC pipe with collars / spigot jointed with stiff mixer of cement mortar in the preparation of 1:2 ( 1cement,2 fine sand)including testing of joint etc complete.

-

-

-

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250 mm dia RCC pipe NP-2 DSR Code 19.6.3

100

43882

438.82

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300 mm die RCC pipe NP-2 DSR Code 19.6.4

50

23479

469.59

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constructing Brick masonry circular type manhole following internal dia at bottom and 0.56 mtr dia at top in cement mortar 1:4(1 cement 4 coarse sand) ,inside cement plaster 12 mm thick with cement mortar 1:3(1 cement, 3 coarse sand),finished with floating coat of neat cement ,foundation concrete 1:3:6(1 cement, 3 coarse sand,6 graded s/aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4(1cement,2 coarse sand,4 graded s/aggregate 20 mm nominal size) finished with floating coat of neat cement of complete as par standard design. with SFRC cover & frame (Heavy duty HD-20 grade designation ) 560 mm internal diameter confirming to IS 12592 ,Total weight of cover and frame to be not less 182 kg fixed in cement concrete 1:2:4(1cement,2 coarse sand,4 graded s/aggregate 20 mm nominal size) including centering shuttering all complete. Excavation ,Footrest,& 12 mm thick cement plaster at external surface shall be paid saperetly.

-

-

-

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With bricks of class designation 75. 0.91 mtr internal dia at bottom and 0.91 mtr depth DSR Code 19.9.1.1

5

40084

8016.84

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With sewer bricks confirming to IS 4885 ,1.22 mtr internal dia at bottom and 1.68 mtr depth DSR Code 19.11.1.2

1

15515

15515.03

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With sewer bricks confirming to IS 4885 ,1.52 mtr internal dia at bottom and 2.30 mtr depth DSR Code 19.13.1.2

1

33441

33441.31

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Extra depth for circular type manehole

-

-

-

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With sewer bricks confirming to IS 4885 0.91 mtr internal dia at bottom and 0.91 mtr to 1.67 mtr depth DSR Code 19.10.2

2

9497

4748.8

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With sewer bricks confirming to IS 4885 ,1.22 mtr internal dia at bottom and 1.68 to 2.29 mtr depth DSR Code 19.12.2

1

6157

6157.33

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With sewer bricks confirming to IS 4885, 1.52 mtr internal dia at bottom and 2.30mtr to above depth DSR Code 19.14.2

3

43742

14580.93

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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS 10910 on 12 mm dia steel bar confirming IS 1786 having minimum cross section as 23 mmx25 nn and overall minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded lacs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate encoring projection on tail length on 138 mm as per standard drawing and suitable to with stand the bend test & chemical resistance test as per specification and having manufacture's permanent identification mark to be visible even after fixing ,including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6(1 cement, 3 coarse sand,6 graded s/aggregate 20 mm nominal size)complete as par design. DSR Code 19.16

15

4599

306.65

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construction brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4(1 cement : 4 coarse sand) with precast RCC vertical grating complete as per stander design DSR Code 19.28.1

-

-

-

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with common burnt clay FPS (Non modular) bricks of class designation

5

20548

4109.61

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Pumping out sub soil water to keep trenches dry during excavation of trenches and other per mtr construction work related to deep sewer in following depth

-

-

-

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0.00 to 1.00 mtr

5

7475

1495

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0.00 to 2.00 mtr

5

14950

2990

... More
0.00 to 3.00 mtr

5

22425

4485

... More
0.00 to 4.00 mtr

5

29900

5980

... More
0.00 to 5.00 mtr

5

37375

7475

... More
0.00 to 6.00 mtr

5

44850

8970

... More
0.00 to 7.00 mtr

5

52325

10465

... More
Manhole cleaning of foil position and disposal of suspended material or silt from site to dumping place as per required. Pumping out of sewage/Higher charge of pump will be paid extra if required.

-

-

-

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a)0.91 mtr bottom dia and upto 1.67 mtr depth

400

600000

1500

... More
b)1.22mtr bottom dia and upto 2.29 mtr depth

130

260000

2000

... More
c)1.52 mtr bottom dia and 2.3 to 4.8 mtr depth

70

210000

3000

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d)1.52 mtr bottom dia and 4.8 to 6.30 mtr depth

20

80000

4000

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e)1.52 mtr bottom dia and 6.30 to 7.8 mtr depth

15

75000

5000

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f)1.52 mtr bottom dia and 7.80 to 9.30 mtr depth

10

60000

6000

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Hire charge of pump set of capacity 4000 litre per hour Above hire - charges (trolley mounted) include cost of services of operating staff, Cost of lubricating oil, diesel / Petrol/ Kerosene oil , other consumables for running the plant and machinery and all the taxes. 2. The hire charges of plant machinery on per day basis are for single shift of eight working hours. DSR Code 11

60

44850

747.5

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Demolishing brick work manually/ by mechanical means including stacking of serviceable material & disposal of unserviceable material within 50 mtr lead as par direction of EIC DSR Code 15.7.4 in cement mortar

2

1685

842.7

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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 DSR Code 4.1.8

-

-

-

... More
1:4:8 ( 1 cement :4 Coarse Sand: 8 graded stone aggregate 40 mm nominal size

20

83326

4166.3

... More
Brick work with common burnt clay FPS ( non modular ) bricks of class designation 7.5 in foundation and plinth in

-

-

-

... More
Cement mortar 1:4 ( 1 cement :4 Coarse sand ) DSR Code 6.1.1

5

23539

4707.81

... More
Cement mortar 1:6 (1 cement :6 Coarse sand ) DSR Code 6.1.2

30

136103

4536.78

... More
Brick work with common brunt clay FPS (non modular) brick of class designation 7.5 in super structure above plinth level up to floor V level in all shapes & sizes in -

-

-

-

... More
Cement mortar 1:4 ( 1 cement :4 Coarse sand ) DSR Code 6.4.1

1

5539

5539

... More
Cement mortar 1:6( 1 cement :6 Coarse sand ) DSR Code 6.4.2

1

5368

5368

... More
12 mm cement plaster of mix 1:4 (1 cement:4 coarse sand) DSR Code 13.4.1

150

25920

172.8

... More
15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement:4 coarse sand) DSR Code 13.5.1

15

3001

200.07

... More
Repair to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqmtr and under, including cutting the patch in proper shape, racking out joints and preparing and plastering the surface of wall complete, including disposal of rubbish to the dumping ground within 50 mtr lead.DSR Code 14.1.2

-

-

-

... More
with cement mortar 1;4 ( 1 cement: 4 coarse sand)

1000

264580

264.58

... More
P/F perforated drain cover 50 mm thick. as per design and site requirement

150

285000

1900

... More
Fabrication work without Material but including welding material & accessories

2000

74780

37.39

... More
P/L in position bitumen hot sealing compound for expansion joints etc. : P/L bitumen hot sealing compound in expansion joints. DSR Code 16.46.1

30000

60000

2

... More
P/A 2.5 mm thick road marking strips (retro reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermo- plastic paint applicator machine. DSR Code 16.62

400

151068

377.67

... More
Providing service of sewer man /mason/beldar for attending day to day complain such as cleaning of sewer lines, manholes ,SW drain as per the direction of Engineer in charge

-

-

-

... More
Beldar / Sewer man

1095

431430

394

... More
Plumber /Fitter

365

200020

548

... More
ADD 1% LABOUR CESS

63841.06

63841

1

... More
ADD 12 % G.S.T.

773753.68

773753

1



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