Municipal Corporation Tender
View complete overview of Chandigarh Municipal Corporation Tender
Municipal Corporation Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date3 Feb 2024
Closing DateCancelled
Tender Amount₹ 7,94,348
Costs
EMD
₹ 15,887Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MCC_78877_2Tender No
MCPH4/2024/15Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://http://mcchandigarh.gov.in/
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Documents
REPAIR OF DAMAGED MACHINE HOLE AND SEWER LINE NEAR SCO 14-15 SECTOR-9 SCO 110-111 SECTOR-8 CHANDIGARH AND BACKSIDE MARKET SECTOR-11 CHANDIGARH CH. TO REVENUE HEAD.
BOQ Items
Demolishing brick work 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. In cement mortar (DSR No. 15.7.4)
39.12
43032
1100
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR No. 15.2.1)
7.45
9312
1250
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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)
11.67
40845
3500
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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)
4.11
22399
5450
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 200 mm diameter (DSR No. 19.1.3)
20.88
9813
470
Providing and laying cement concrete 1:5:10 (1 cement : 5 manufactured sand derived from recycled concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 200 mm diameter S.W. pipe (NSI based on DSR No. 19.2.3)
20.88
15033
720
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)
50.41
277255
5500
12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1 cement: 4 fine sand). (DSR No 13.7.2)
285.39
68493
240
Centering and shuttering including strutting, propping etc. and removal of form for all heights. :- Suspended floors, roofs, landings, balconies and access platform. (DSR No 5.9.3)
46.82
21537
460
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).
8.8
68640
7800
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. (DSR No 5.22.6)
791.68
63334
80
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D - 20 Circular shape 560 mm internal diamete (DSR No 19.19.3.1)
16
26240
1640
Providing orange colour safety foot rest of minimum 6mm brick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS : 1786 having minimum cross section as 23mmx25mm and over all minimum length 263mm and width as 165 with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projection on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacture’s permanent identification mark to be visible even after fixing including fixing manholes with 30x20x15 cm cement concrete back 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) complete in all respect as per Design. (DSR No 19.16)
85
28900
340
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250 mm diameter (DSR No. 19.21.1)
8
3440
430
Extra cutting through metalled road and their foundation including sorting screening ans stacking at the site complete in all respects. (NSI)
19.51
3121
160
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 2.27)
9.91
5946
600
Lowering/ Raising of manhole slab and finishing the side complete including finishing manholes cover frame as its proper level complete in all respects (NSI)
10
8000
800
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge (DSR No. 16.83)
83.61
5434
65
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand (Recycled Concrete Aggregate), filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (NSI based on DSR No. 16.68)
50.17
25085
500
Less credit of old steel) (NSI)
581
-17430
30
Less credit of old Bricks (NSI)
9957
-24892
2.5
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