Chandigarh Administration Tender
View complete overview of Chandigarh Chandigarh Administration Tender
Chandigarh Administration Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date26 Dec 2024
Closing Date1 Jan 2025
Tender Amount₹ 17,10,879
Costs
EMD
₹ 34,218Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Revised Providing Rain Water Harvesting System For Govt Model High School Village Kajheri, U.t., Chandigarh.
Description
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Contact
Tender Id
2024_CHD_84061_1Bid Award Id
ViewTender No
PH8/2024/1901692/172Tender Authority
Chandigarh Administration ViewPurchaser Address
-Website
http://http://chandigarh.gov.in/
GEM & Bid Advisory Services
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Documents
Revised Providing Rain Water Harvesting System for Govt Model High School Village Kajheri, U.T., Chandigarh.
BOQ Items
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All kinds of soil2.10.1
-
-
-
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Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.2.10.1.2
171
342
58591.44
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Pipes, cables etc. exceeding 300 mm dia. but not exceeding 600mm dia.2.10.1.3
20
534
10698.2
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Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.2.26
-
-
-
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All kinds of soil2.26.1
-
-
-
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Depth exceeding 1.5m but not exceeding 3.00m BGL
54.81
123
6762.46
... More
Depth exceeding 3.00m but not exceeding 4.50m BGL
29.23
221
6467.43
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1
-
-
-
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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)4.1.3
1.04
7665
7972.41
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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)4.1.8
8.79
6628
58260.82
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Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg 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.4.13
61.57
142
8755.25
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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 :5.1
-
-
-
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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) 5.1.2
6.46
8801
56857.75
... More
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 five level excluding cost of centering, shuttering, finishing and reinforcement :5.2
-
-
-
... More
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) 5.2.2
16.59
10559
175189.07
... More
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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).5.3
6.81
11194
76236.93
... More
Centering and shuttering including strutting, propping etc. and removal of form for :5.9
-
-
-
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Foundations, footings, bases of columns, etc. for mass concrete.5.9.1
7.54
381
2876.96
... More
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.5.9.2
170.12
819
139455.87
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Suspended floors, roofs, landings, balconies and access platform.5.9.3
31.24
902
28185.04
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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.5.22
-
-
-
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Thermo-Mechanically Treated bars of grade Fe-500D or more.5.22.6
2690.65
104
282356.81
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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:6.1
-
-
-
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Cement mortar 1:4 (1 cement : 4 coarse sand)6.1.1
24
7171
172119.36
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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.10.25
-
-
-
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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.10.25.2
-
-
-
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MS ladder made of angle iron 50x50x6mm approx 12'6" length
110
167
18473.4
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12 mm cement plaster finished with a floating coat of neat cement of mix13.7
-
-
-
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1:3 (1 cement: 3 fine sand)13.7.1
58.41
427
24963.85
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Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge :15.43
-
-
-
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bituminous road15.43.2
30
416
12507.9
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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 :19.6
-
-
-
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250 mm dia. R.C.C. pipe19.6.3
60
875
52530.6
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300 mm dia. R.C.C. pipe19.6.4
100
967
96745
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450 mm dia. R.C.C. pipe19.6.5
24
1577
37852.32
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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 mmx25 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.19.16
16
538
8620
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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality19.19
-
-
-
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M D - 1019.19.2
-
-
-
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Square shape 450mm internal dimension19.19.2.1
20
1349
26982.2
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H D - 2019.19.3
-
-
-
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Circular shape 560 mm internal diameter19.19.3.1
10
1630
16304.6
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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.23.1
-
-
-
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All types of soil23.1.1
-
-
-
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400 mm dia.23.1.1.3
90
964
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.23.2
-
-
-
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All types of soil23.2.1.
-
-
-
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400 mm dia.24.2.1.3
10
1205
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.23.3
-
-
-
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200 mm nominal size dia.23.3.3
100
1083
108329
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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-charge23.4
-
-
-
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200 mm nominal size dia.23.4.3
18
1221
21992.4
... More
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.23.5
4.91
1469
7212.99
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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, 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.23.6
4.91
1496
7348.9
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Supplying, filling, spreading & leveling coarse sand of size range 1.5mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.23.7
4.91
1496
7348.9
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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.23.8
10.68
1969
21037.89
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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 & 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.23.12
8
1055
8446
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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:23.13
-
-
-
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200 mm dia23.13.3
1
312
312.48
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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.23.14
-
-
-
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200 mm dia23.14.3
1
2231
2231.72
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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).23.15
-
-
-
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200 mm dia23.15.3
1
347
347.94
... More
Supplying and fixing MS Centring guides made out of 3 nos. MS flat 40mm x 5mm thick and 2'-0" long complete in all rspect as per direction of the Engineer in charge.NSR
5
1250
6250
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