Chandigarh Administration Tender
View complete overview of Chandigarh Chandigarh Administration Tender
Chandigarh Administration Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date22 Jan 2025
Closing Soon30 Jan 2025
Tender Amount₹ 16,61,398
Costs
EMD
₹ 33,228Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_CHD_84382_1Tender No
PH7/2025/1938520Tender Authority
Chandigarh Administration ViewPurchaser Address
-Website
http://http://chandigarh.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
-
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-
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All kinds of soil (1.50 Mtr to 3.00 Mtr)
85.95
-
10604.51
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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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
-
-
-
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Collecting Tank
3.36
-
22270.35
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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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-
-
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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 derived from natural sources)
-
-
-
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Under bed of tank
6.3
-
55449.51
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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 :
-
-
-
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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 derived from natural sources)
15.31
-
161672.38
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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)
7.84
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87767.62
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Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
122.18
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100157.06
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Suspended floors, roofs, landings, balconies and access platform
60.13
-
54249.89
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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.
2849
-
298974.06
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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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HD - 20
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-
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Circular shape 560 mm internal diameter
6
-
9782.76
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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 leads & lifts, all complete as per direction of Engineer - in - charge.
4.67
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1700.77
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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in recharge pit, over the existing layer of boulders, in required thickness, for leads & lifts, all complete as per direction of Engineer - in - charge.
4.67
-
1700.77
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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 gravels layer, for all leads & lifts, all complete as per direction of Engineer - in - charge.
4.67
-
1495.19
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Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.
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-
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All types of soil
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-
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400 mm dia
90
-
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 I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.
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-
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All types of soil
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-
-
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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, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
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-
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200 mm nominal size dia
82
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88829.78
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For Tubewell
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-
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For Connection from Chamber
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-
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Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & 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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For Tubewell
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-
-
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For Connection from Chamber
-
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-
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Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
24.32
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47906.51
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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 & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, 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 cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:
-
-
-
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200 mm dia
4
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1249.92
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Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.
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-
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200 mm clamp
1
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2232
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Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).
-
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-
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200 mm dia
1
-
347.94
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Supplying and fixing of M.S centring Guides complete in all respect as per IS : 2800 (Part-1-1991 with upto date amendments) complete in all respect.
5
-
4210
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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.
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-
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All kinds of soil.
45.56
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11538.98
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, 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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-
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All kinds of soil
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-
-
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Pipes, cables etc. exceeding 80 mm dia. but
not exceeding 300 mm dia
194.21
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66544.11
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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).
5.01
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38411.69
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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)
7.6
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48203.76
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Centering and shuttering including strutting, propping etc. and removal of form for
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-
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Edges of slabs and breaks in floors and walls
-
-
-
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Under 20 cm wide
10
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2029.2
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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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Cement mortar 1:4 (1 cement : 4 coarse sand)
15.74
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112881.61
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12 mm cement plaster finished with a floating coat of neat cement of mix :
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-
-
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1:3 (1 cement: 3 fine sand)
57.99
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24784.35
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Taking out existing CC interlocking pavor block from footpath central verge including removal of rubbish etc, disposal of unserviceable material to the dumping ground for which payment shall be made seoarately and stocking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
92.84
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11901.16
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Laying old cement cocrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of EIC. (Old CC paver blocks shall be supplied by the department free of cost).
92.84
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36399.78
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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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-
-
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250 mm dia. R.C.C. pipe
59.45
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52049.07
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300 mm dia. R.C.C. pipe
89.33
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86422.31
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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 mmx25mm 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.
20
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10775
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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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-
-
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M D - 10
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-
-
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Square shape 450 mm internal dimension
10
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13491.1
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Providing & Fixing PVC pipe conforming to IS:4985 with upto date amendments having 6 kg pressure for rain water pipe complete in all respects. Make. Prince, Supreme
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-
-
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160 mm
30
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24480
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