Chandigarh Administration Tender
View complete overview of Chandigarh Chandigarh Administration Tender
Chandigarh Administration Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date22 Jul 2022
Closing Date28 Jul 2022
Tender Amount₹ 8,71,392
Costs
EMD
₹ 19,587Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CHD_66855_3Bid Award Id
ViewTender No
PH8/2022/8123-31/110Tender Authority
Chandigarh Administration ViewPurchaser Address
-Website
http://http://chandigarh.gov.in/
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Documents
Relaying the storm line at the place of blocked and damage storm line road gullies and manhole in the admin block police line sector 26 UT Chandigarh
BOQ Items
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All kinds of soil. DSR 2.8.1
157
-
285.39
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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 : DSR 2.10
-
-
-
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All kinds of soil DSR 2.10.1
-
-
-
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Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia DSR 2.10.1.2
170
-
415.22
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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 DSR 2.25
10
-
252.65
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Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. DSR 2.26
-
-
-
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All kinds of soil DSR 2.26.1
83
-
103.97
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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 : DSR4.1
-
-
-
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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) DSR 4.1.3
3
-
7327.59
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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) DSR 4.1.10
4
-
6019.79
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Providing & 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 apiece of cloth lightly soaked in kerosene oil. DSR 4.1.3
61
-
113.27
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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 : DSR 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 de rived from natural sources) DSR 5.1.2
4
-
8321.54
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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 : DSR 5.2
-
-
-
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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) DSR 5.2.2
12.74
-
10133.11
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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). DSR 5.3
3
-
10664.63
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Centering and shuttering including strutting, propping etc. and removal of form for DSR 5.9
-
-
-
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 5.9.2
100.84
-
695.98
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Suspended floors, roofs, landings, balconies and access platform DSR 5.9.3
12.05
-
762.64
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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. DSR 5.22
-
-
-
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Cold twisted bars DSR 5.22.3
1576
-
89.19
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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: DSR 6.1
-
-
-
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Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1
3
-
6846.9
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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. DSR 10.25
-
-
-
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In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete DSR 10.25.1
200
-
101.73
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. DSR 11.3
-
-
-
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40 mm thick with 20 mm nominal size stone aggregate DSR 11.3.1
5.95
-
542.22
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12 mm cement plaster finished with a floating coat of neat cement of mix : DSR 13.7
-
-
-
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1:3 (1 cement: 3 fine sand) DSR 13.7.1
22
-
372.24
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. DSR 15.2
-
-
-
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Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) DSR 15.2.1
1
-
1996.86
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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 : DSR 15.43
-
-
-
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bituminous road DSR 15.43.2
29
-
351.85
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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 : DSR 19.6
-
-
-
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250 mm dia. R.C.C. pipe DSR 19.6.3
140
-
807.01
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300 mm dia. R.C.C. pipe DSR 19.6.4
40
-
897.45
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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. DSR 19.16
10
-
484.62
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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality DSR 19.19
-
-
-
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H D - 20 DSR 19.19.3
-
-
-
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Circular shape 560 mm internal diameter DSR 19.19.3.1
2
-
1486.58
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Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : DSR 19.29
-
-
-
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.29.1
3
-
10542.91
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Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: DSR 19.30
-
-
-
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Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : DSR 19.30.3
-
-
-
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.30.3.1
2
-
8569.27
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Providing & fixing PVC Pipe 6" dia of 6 kg per cm2 pressure complete in all respect.
-
-
-
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150mm dia
25
-
800
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Providing and fixing of 7.5 HP monoblock submersible pump set suction 80 delivery 65 with complete GI fitting, elbow union tee and making connection to the panel as per site required to the entire satisfaction of EIC. Make Kirlosker/ crompton
1
-
59780
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Providing and fixing of 7.5 dol starter for the monoblock submersible pump set complete in all respect. Make L&T, BCH.
1
-
10639
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Providing and Fixing road gully with frame complete in all respect.
10
-
1042
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Providing and fixing of LT Submersible cable 10mm2 3.5 core complete in all respect. Make Havells, L& T, BCH.
10
-
711
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