Municipal Corporation Tender
View complete overview of Chandigarh Municipal Corporation Tender
Municipal Corporation Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date14 Feb 2024
Closing Date23 Feb 2024
Tender Amount₹ 56,10,168
Costs
EMD
₹ 1,12,205Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MCC_79290_1Bid Award Id
ViewTender No
MCPH4/2024/33Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://http://mcchandigarh.gov.in/
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Documents
PROVIDING AND LAYING OF 600mm 24 Inch ID SWD PIPE LINE AND CONSTRUCTION OF MACHINE HOLES AND ROAD GULLIES FOR SMOOTH DISPOSAL OF STORM WATER NEAR CACTUS PARK RAMDARBAR COLONY AND NEAR PLOT No. 8 Atul Furniture IN WARD No. 19 INDUSTRIAL AREA PHASE-II CHD.
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. (DSR No. 2.25)
992
188480
190
Providing Laying In Position Cement Concrete Of specified Grade Excluding Cast Of Centering And Shuttering – All work up to plinth level: (DSR No. 4.1)
-
-
-
1:5:10 (1 cement : 5 manufactured sand derived from recycled concrete Aggregate (RCA): 10 graded stone aggregate 40 mm nominal size Recycled aggregate (RA) (DSR No. 4.1.10A)
65.11
244162
3750
1:2:4 (1 Cement : 2 coarse sand i/c manufactured sand derived from Recycled concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 40 mm nominal size Recycled concrete Aggregate (RCA) upto 25%). (NSI based on DSR No. 4.1.4)
30.85
171834
5570
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) (DSR No. 6.1.1)
213.62
1234723
5780
12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1cement: 4 fine sand) (DSR No. 13.7.2)
493.71
138238
280
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 No. 19.6)
-
-
-
For 300mm RCC Pipe (DSR No. 19.6.4)
101
81810
810
For 600mm RCC Pipe (DSR No. 19.6.7)
716.39
1268010
1770
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. (DSR No. 5.9.3)
130
72800
560
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placingin position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR No. 5.22.6)
2566
218110
85
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) : 3 graded stone aggregate 20 mm nominal size). (DSR No. 5.3)
25.66
220419
8590
Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality. Circular shape 560 mm internal diameter (DSR No. 19.19.3.1)
24
41520
1730
Providing and Fixing of precast RCC M-20 HD Road Gully cover and frames in 1:2 Cement Sand Mortar on the top of brick masonary chamber complete in all respects to the entire satisfaction of EIC. Size of cover 690 x 537 x 80mm; Size of frame 810 x 657 x 130mm. (NSI)
96
91200
950
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 No. 19.16)
120
46800
390
Supplying and filling sand (recycled sand) under road crossing including carriage etc., complete in all respects to the entire satisfaction of the EIC. (NSI based on DSR No. 2.27)
785.63
471378
600
Carriage of material by mechanical transport including loading, unloading and stacking: Earth upto 2 Km. (DSR No. 1.1.2)
1159
162260
140
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