Chandigarh Administration Tender

View complete overview of Chandigarh Chandigarh Administration Tender

Chandigarh Administration Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date14 Jan 2025
Closing Date21 Jan 2025
Tender Amount₹ 26,19,751 
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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Depth exceeding 1.50 M but not exceeding 3.00 M

34.57

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4265.25

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Depth exceeding 3.00 M but not exceeding 4.50 M

18.44

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4550.07

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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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1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

26.26

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174053.38

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Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

13.52

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1922.54

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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 : 3 graded stone aggregate 20 mm nominal size)

2.03

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17867.07

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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 level excluding cost of centering, shuttering, finishing and reinforcement.

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1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

18.98

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200427.28

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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

10.01

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112060.45

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Centering and shuttering including shuttering, propping etc. and removal of form to:-

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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

144.42

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118388.3

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Suspended floors, roofs, landings, balconies and access platform

41.57

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37504.87

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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 of grade Fe-500D or more.

3567.48

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374371.35

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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23mm x 25mm and over all minimum length 263 mm and width as 165mm 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 indentification 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.

50

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26937.5

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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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Circular shape 560 mm internal diameter

32

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52174.72

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Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

4.09

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6008.37

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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

2.46

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3681.93

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Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.

1.64

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2454.62

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Boring / Drilling bore well of required dia for casing / strainer pipe by suitable method prescribed in IS :2800 (part), including collecting sample from different strata, preparing and submitting strata chart / bore log, including hire & running charges for all equipment, tools plant and machineries required for the Job, all complete as per direction of engineer – in charge, up to 90 meter depth below ground level.

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For Tube well

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400 mm dia

90

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86764.5

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Boring / Drilling bore well of required dia for casing / strainer pipe by suitable method prescribed in IS :2800 (part), including collecting sample from different strata, preparing and submitting strata chart / bore log, including hire & running charges for all equipment, tools plant and machineries required for the Job, all complete as per direction of engineer – in charge, beyond 90 meter & up to 150 meter depth below ground level.

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All types of soil

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400 mm dia

10

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12050.6

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Supplying, assembling, lowering and fixing in vertical position in bore well, unpalsticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fitting and accessories etc. all complete, for all depths, as per direction of Engineer – in charge.

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200 mm nominal size dia.

82

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88829.78

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Supplying, assembling, lowering and fixing in vertical position in bore well, unpalsticized PVC medium well screen (RMS) pipe with ribs, conforming to IS: 12818, including hire and labour charges, fitting and accessories etc. all complete, for all depths, as per direction of Engineer – in charge.

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200 mm nominal size dia.

18

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21992.4

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Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine / medium / coarse, in required grading and size as per actual requirement, all complete as per direction of Engineer – in charge.

11.31

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22278.89

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Development of tube well in accordance with IS: 2800 (part I) and Is: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved, method, measuring static level and draw down etc. by step down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer – in – charge.

20

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21115

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Providing and fixing suitable size threaded mild steel/PVC cap or spot welded plate to the top of bore well housing / casing pipe, removable as per requirement, all complete.

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200 mm dia

4

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1249.92

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Providing and fixing M.S. clamp for required dia to the top of casing / house pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.

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200 mm dia clamp

1

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2231.72

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Providing and fixing Bail plug / Buttom plug of required dia to the bottom of pipe assembly of tube well as per IS; 2800 (part I).

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200 mm dia

1

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347.94

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Supplying and Fixing of MS Centring Guides complete in all respects as per IS: 2800 (Part-1-1991 with uptodate amendments) complete in all respects

5

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4210

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Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :

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All kinds of soil

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

481.71

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165053.11

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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 : 4 graded stone aggregate 20 mm nominal size).

4.95

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37945.61

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Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in:

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

40.33

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289232.24

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Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey 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) :

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25 mm thick

64.05

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121416.38

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

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1:3 (1 cement : 3 fine sand)

176.51

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75438.61

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Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

64.05

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16605.6

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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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250 mm dia. R.C.C. pipe

213.36

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186798.81

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300 mm dia. R.C.C. pipe

121.92

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117951.5

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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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Square shape 450 mm internal dimension

40

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53964.4

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Providing & Fixing PVC pipe conforming to IS:4985 with upto date amendments having 6 kg pressure of size 150mm for rain water pipe complete in all respects.

146.3

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119380.8



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