Municipal Corporation Tender
View complete overview of Chandigarh Municipal Corporation Tender
Municipal Corporation Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Jan 2024
Closing Date26 Jan 2024
Tender Amount₹ 1,38,45,401
Costs
EMD
₹ 2,76,908Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MCC_78656_2Bid Award Id
ViewTender No
2024/R2/01Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://http://mcchandigarh.gov.in/
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Documents
BOQ Items
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Construction of compacted granular sub base by providing and laying, spreading and compacting course graded sub base material sand , morrow, graval, crushed stone of combination thereof confirming to grading –I of table 400.2 of MORTH specification (5th revision). The material shall be mixed by mix in place method or with rotavator at OMC and carried to site, spread in uniform layers and compacted with 8-10 tones smooth heeled/Vibratory roller to achieve desired density. Complete in all respect as per clause 401 of MORT&H specification (5th revision)
599
877535
1465
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P/L 75mm thick spreading and compacting the stone aggregate of 63-45mm gauge conforming to grading-II in table No. 400-7 of MORT&H specification (5th revision) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel / vibratry roller 8-10 tonnes in stage to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up the interstices of coarse aggregate, watering and compacting to the required density (Grading-II) complete as per Clause-404 of MORT&H specification (5th revision) to the entire satisfaction of the Engineer-In-Charge
395.2
915283
2316
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P/L 75mm thick spreading and compacting the stone agg of 53-22.4mm gauge confirming to grading-III in table No. 400-7 of MORT&H specification (5th revision) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel / vibratry roller 8-10 tonnes in stage to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up the interstices of coarse aggregate, watering and compacting to the required density (Grading-III) complete as per Clause-404 of MORT&H specification (5th revision) to the entire satisfaction of the Engineer-In-Charge.
395.2
957703
2423.34
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Providing and laying surface dressing as wearing coarse in single coat using crushed stone aggregates of 13mm nominal size as per table 500.21 of MORT&H specification @ 0.010 cum per sqm on a layer of bituminous binder grade VG-10 bulk laid @ 1.0 Kg per sqm on prepared surface and rolling with 8-10 tone smooth wheeled roller including cost of bitumen.complete in all respects to the entire satisfaction of Engineer In-charge.
3929.92
294743
75
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Providing and applying tack coat using hot straight run bitumen of grade 80/100 @ 3 kg/10sqm including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface.
10143.21
192720
19
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Providing and laying 50mm thick compacted dense bituminous macadam having as laid, density 2.2 gm/cc using crushed stone aggregate confirming Table no. 500.3 (Physical characteristics) grading II of Table No. 500.4 (grading compaction) of MORT&H specification (5th edition ) premixed with straight run bitumen VG-30 bulk) penetration @ 4.50% (by wt of total mix) in 60-90 TPH Hot mix plant, laid hot mechanical paver finishers and roller with smooth wheeled/vibratory/static roller as per Clause 501.6 and 501.7 of MORT&H specification
3929.92
1638776
417
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Providing and laying 30mm thick compacted bituminous concrete produced with batch type Hot mix plant using crushed aggregates confirming to grading 2 of Table 500-18 premixed with straight run bitumen (VG-30 bulk) @ 5.40% (by wt. of total mix),.transported to site, laid with paver finisher to the required grade, level, alignment and rolled as per clause 501.6 and 501.7 to achieve the desired compaction complete as per clause 504 of MORT&H specifications (5th revision) complete in all respect and to the entire satisfaction of the Engineer-in-charge.
6213.29
2044172
329
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
505.88
2172229
4294
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Re-fixing of PCC tiles/ interlocking paver blocks including 20mm thick cement mortar 1:4. including re-handling of all material complete as per the directions of Engineer-in-charge. By using retrieved paver blocks.
1448.97
252120
174
... More
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 20mm thick compacted bed of sand, filling the joints with coarse sand etc. complete as per the directions of Engineer-in-charge.
3380.92
1960935
580
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Providing and fixing PCC kerbs of size 1’-0” x 1'-0” having 4” thickness at bottom and 3” thickness at top and made of plain cement concrete 1:2:4 duly vibrated and compacted. The rates also includes the cost of filling and pointing of joints between kerbs with cement mortar 1:4 (1 cement 4 course sand) Complete in all respect to the entire satisfaction of Engineer In Charge.
1759.15
416917
237
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Providing and fixing Precasting plain cement concrete Saucer Channel of size 300mm x 300mm x 70mm thick having saucer depth 20mm from top duly mixed, mechanically & compacted made of PCC 1:2:4 duly cured and finished. The rates also includes the cost of filling and pointing of joints between Channels with cement mortar 1:4 (1 cement 4 course sand) Complete in all respect to the entire satisfaction of Engineer In Charge.
1759.15
471451
268
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
137.92
891258
6462
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