Chandigarh Administration Tender
View complete overview of Chandigarh Chandigarh Administration Tender
Chandigarh Administration Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date14 Feb 2024
Closing Date20 Feb 2024
Tender Amount₹ 23,58,678
Costs
EMD
₹ 47,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CHD_79302_1Bid Award Id
ViewTender No
PH1/2024/10Tender Authority
Chandigarh Administration ViewPurchaser Address
-Website
http://http://chandigarh.gov.in/
GEM & Bid Advisory Services
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Documents
Providing Rain Water Harvesting System in Govt. Model High School, Sector-49/D, Chandigarh.
BOQ Items
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
71.07
13929
196
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
-
-
-
All kinds of soil (1.50 Mtr to 3.00 Mtr)
52.07
6602
126.8
All kinds of soil (3.00 Mtr to 4.50 Mtr) (104.50 x 2 = 209.00)
32.63
8274
253.6
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
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)
-
-
-
Collecting Tank
3.3
22479
6812
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 :
-
-
-
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)
-
-
-
Under bed of tank
5
45228
9045.75
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 :
-
-
-
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)
15.49
168112
10852.95
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
117.29
98816
842.5
Suspended floors, roofs, landings, balconies and access platform
12.38
11479
927.25
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
2400
257400
107.25
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.
-
-
-
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
500
86300
172.6
Sub Head No.2 - Drilling of 1 No. Tubewell upto depth of 100M BGL Each
-
-
-
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.
-
-
-
All types of soil
-
-
-
400 mm dia
90
89172
990.8
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.
-
-
-
All types of soil
-
-
-
400 mm dia
10
12385
1238.5
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.
-
-
-
200 mm nominal size dia
100
111335
1113.35
For Tubewell
-
-
-
For Connection from Chamber
-
-
-
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.
-
-
-
200 mm nominal size dia
18
22602
1255.7
For Tubewell
-
-
-
For Connection from Chamber
-
-
-
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
49235
2024.5
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
21701
1085.05
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:
-
-
-
200 mm dia
1
321
321.15
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.
-
-
-
200 mm clamp
1
2293
2293.65
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).
-
-
-
200 mm dia
1
357
357.6
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.
1
485
485
Sub Head No.3 - Laying of RCC Pipe NP-2, RW Hodi & Manhole Chambers
-
-
-
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.
-
-
-
All kinds of soil.
122.2
31808
260.3
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 :
-
-
-
All kinds of soil
-
-
-
Pipes, cables etc. exceeding 80 mm dia. but
not exceeding 300 mm dia
200.69
70672
352.15
Pipes, cables etc. exceeding 300 mm dia but
not exceeding 600 mm
44.82
24639
549.75
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (DSR Item No.4.1)
-
-
-
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)
6.25
49240
7878.5
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)
13.08
85263
6518.6
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 : (DSR Item No.5.1)
-
-
-
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)
9.41
80769
8583.4
Centering and shuttering including strutting, propping etc. and removal of form for. (DSR Item No.5.9)
-
-
-
Suspended floors, roofs, landings, balconies and access platform. (DSR Item No.5.9.3)
30.66
28429
927.25
Edges of slabs and breaks in floors and walls
-
-
-
Under 20 cm wide
196.61
41003
208.55
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR Item No.5.22)
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR Item No.5.22.6)
1000
107850
107.85
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
45.39
334553
7370.65
12 mm cement plaster finished with a floating coat of neat cement of mix :
-
-
-
1:3 (1 cement: 3 fine sand)
149.2
65536
439.25
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 :
-
-
-
250 mm dia. R.C.C. pipe
74.37
66918
899.8
300 mm dia. R.C.C. pipe
56.39
56068
994.3
450 mm dia. R.C.C. pipe
73.76
119561
1620.95
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.
34
18825
553.7
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
-
-
-
M D - 10
-
-
-
Square shape 450 mm internal dimension
12
16638
1386.55
H D - 20
-
-
-
Circular shape 560 mm internal diameter
10
16757
1675.7
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
-
-
-
160 mm
101.5
91350
900
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