Chandigarh Administration Tender

View complete overview of Chandigarh Chandigarh Administration Tender

Chandigarh Administration Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date4 Mar 2024
Closing Date11 Mar 2024
Tender Amount₹ 4,80,06,856 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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-

-

View all details for FREE
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All kinds of soil

-

-

-

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Pipes, cables etc, exceeding 80 mm dia. But not exceeding 300mm dia

5283

1860408

352.15

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Pipes, cables etc. exceeding 300 mm dia but not exceed ng 600 mm

3470

1907633

549.75

... More
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.

-

-

-

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All kinds of soil

2818.34

357366

126.8

... More
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

850.02

1805230

2123.75

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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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1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

129.62

1021211

7878.5

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1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

220.96

1440350

6518.6

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1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

19.87

122988

6189.65

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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 :

-

-

-

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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

11.86

107283

9045.75

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Reinforced cement concrete work in beams, suspended foors, 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 foor 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).

95.71

1101191

11505.5

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Centering and shuttering including strutting, propping etc. and removal of form for

-

-

-

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Foundations, footings, bases of columns, etc. for mass concrete.

26.57

10419

392.15

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Suspended floors, roofs, landings, balconies and access platform

557.17

516636

927.25

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Lintels, beams, plinth beams, girders, bressumers and cantilevers

17.84

13137

736.4

... More
Columns, Pillars, Piers, Abutments, Posts and Struts

17.5

16823

961.3

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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.

-

-

-

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Thermo-Mechanically Treated bars of grade Fe-500D or more.

4155.8

448203

107.85

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Thermo-Mechanically Treated bars of grade Fe-500D or more.

9011.83

971926

107.85

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

-

-

-

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Thermo-Mechanically Treated bars of grade Fe-500D or more.

906.4

97755

107.85

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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

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-

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All works upto plinth level

-

-

-

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Concrete of M25 grade with minimum cement content of 330 kg /cum

8.04

76418

9504.75

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All works above plinth level upto floor V level

-

-

-

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Concrete of M25 grade with minimum cement content of 330 kg /cum

8.24

81250

9860.4

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

639.38

4712646

7370.65

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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 :

-

-

-

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

123.6

1154962

9344.35

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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

100

17260

172.6

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12 mm cement plaster of mix :

-

-

-

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1:4 (1 cement: 4 fine sand)

426.27

147937

347.05

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12 mm cement plaster finished with a floating coat of neat cement of mix :

-

-

-

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1:3 (1 cement: 3 fine sand)

1922.69

844542

439.25

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Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :

-

-

-

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Water bound macadam road

23.78

5171

217.45

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bituminous road

7.43

3184

428.5

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Taking out existing CC interlocking paver blocks from footpath/ centralverge, including removal of rubbish etc., disposal of unserviceablematerial to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre leadas per direction of Engineer-in-Charge.

7.43

979

131.75

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Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 :

-

-

-

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Up to 300 mm dia

1.6

14261

8913.15

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Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :

-

-

-

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150 mm diameter

-

-

-

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Class II

14

102374

7312.4

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250 mm diameter

-

-

-

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Class II

2

49247

24623.5

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Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately)

-

-

-

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100 mm dia

4

35572

8893

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Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

-

-

-

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Up to 600 mm dia

13.5

270131

20009.7

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Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket ,

-

-

-

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150 mm dia pipes

450

86783

192.85

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250 mm dia pipes

180

61263

340.35

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600 mm dia pipes

10

12079

1207.9

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Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :

-

-

-

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150 mm dia Ductile Iron Class K-7 pipes

2180

3901328

1789.6

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250 mm dia Ductile Iron Class K-7 pipes

908

2615676

2880.7

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600 mm dia Ductile Iron Class K-7 pipes

20

179319

8965.95

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Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :

-

-

-

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250 mm diameter

1960

2950976

1505.6

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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :

-

-

-

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250 mm diameter S.W. pipe

1950

3101573

1590.55

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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

-

-

-

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450 mm dia. R.C.C. pipe

1390

2253121

1620.95

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600 mm dia. R.C.C. pipe

1420

3185628

2243.4

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900 mm dia. R.C.C. pipe

360

1710306

4750.85

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1200 mm dia. R.C.C. pipe

300

2130645

7102.15

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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 conforming to IS: 1786, having minimum cross section as 23 rnmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications 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 stone aggregate 20 mm nominal size) complete as per design.

535

296230

553.7

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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality

-

-

-

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H D - 20

-

-

-

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Circular shape 560 mm internal diameter

145

242977

1675.7

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Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :

-

-

-

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For pipes 350 to 450 mm diameter

1

1328

1328.45

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Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :

-

-

-

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400 mm dia piles

64

243027

3797.3

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Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid)

-

-

-

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400 mm dia piles

16

46791

2924.45

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Providing and laying RCC pipe line class NP-3 with HDPE lining including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand) including testing of joint etc. complete.

-

-

-

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300 mm dia RCC pipes. Without HDPE lining

235

355085

1511

... More
450 mm dia RCC pipes. HDPE lining

180

695880

3866

... More
600 mm dia RCC pipes. HDPE lining

480

2129760

4437

... More
Providing and fixing R.C.C. vent shaft of 11 meter length of 8" dia complete in all respect.

4

180000

45000

... More
Providing and fixing 100 mm dia bourdon type pressure Gauge including brass isolation valve and siphon pipe having calibration of 0-16 kg/ cm2 complete in all respect.

6

6354

1059

... More
Providing and fixing RCC Road Gully gratings & frame size 21" x 27" fixed in C.C. 1:2:4

368

536912

1459



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