Chandigarh Administration Tender
View complete overview of Chandigarh Chandigarh Administration Tender
Chandigarh Administration Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Dec 2024
Closing Date18 Dec 2024
Tender Amount₹ 2,19,32,268
Costs
EMD
₹ 4,38,645Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CHD_83782_1Bid Award Id
ViewTender No
CP2Road1880336Tender Authority
Chandigarh Administration ViewPurchaser Address
-Website
http://http://chandigarh.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Construction of slip road at Junction 3 Construction of New Road by jutting out corner of Rock Garden Parking along with widening of road from T Point Uttar Marg to High Court and between Multilevel Parking and Copy Branch Sector 1 Chandigarh
Construction of slip road at Junction 3 Construction of New Road by jutting out corner of Rock Garden Parking along with widening of road from T Point Uttar Marg to High Court and between Multilevel Parking and Copy Branch Sector 1 Chandigarh
Construction of slip road at Junction 3 Construction of New Road by jutting out corner of Rock Garden Parking along with widening of road from T Point Uttar Marg to High Court and between Multilevel Parking and Copy Branch Sector 1 Chandigarh
BOQ Items
... More
Dismantling of existing P.C.C. Tiles & stacking the same at site carefully complete in all respect and to the entire satisfication of Engineer-in-charge. complete in all respects. N.S.
763.29
37
28279.89
... More
Dismantling of existing Paver Block & stacking the same at site carefully complete in all respect and to the entire satisfication of Engineer-in-charge.
1821.63
36
66671.66
... More
Haulage of material/earth by mechanical transport inculding the cost of loading, unloading and stacking with lead of 5.0 Km complete in all respect as per satisfication of Engineer-in-Charge. N.S.
4457.86
29
130838.19
... More
Preparation and consolidation of sub grade after loosening of the ground upto a level of 100 mm below the sub-grade level, watered, mechanically/manual means and compacted in layers to meet requirement of table 300-2 for sub-grade construction complete in all respect in all respects and to the entire satisfaction of the Engineer in charge. N.S.
876.64
37
32567.18
... More
Providing, laying, spreading and compacting granular sub base material 150 mm thick compacted of natural sand, morrum, gravel crushed stone or combination thereof as per MORT&H specification confirming to clause 401 coarse graded grading – 3 as per table 400.1 of MORT&H specification, including spreading on the prepared sub grade with the help of tractor with planner of adequate capacity maintaining the requited slope and grade during operation, rolling with road roller 8-10 tone with the grade and cross fall (camber) to be checked and any high spot or depressing which becomes apparent, corrected by removing or adding fresh material, including cost of tools and plants, carriage of material from stacks, templates, barrier, lighting arrangement at night, chowkidar and maintenance of diversion etc. complete in all respect as per MORT&H specifications, density of GSB as laid 2 gms/cc complete in all respect and to the entire satisfaction of Engineer in charge. N.S.
1211.91
2149
2604636.97
... More
Construction of 150mm thick compacted (in two layer each ) Wet Mix Macadam to confirming to clause 406 of MORT&H (Ministry of road transport and highway)specification (5th edition) having as laid, density of 2.2gm/c.c (Two point Two gram per cubic centimeter) by providing laying, spreading and compacting clean, crushed aggregate and granular material conforming to Table 400.12 (Physical characteristics) Table 400.13 (grading) of MORT&H (Ministry of road transport and highway)specifications (5th edition). The material shall be premixed with water at OMC in Mixing Plant/Pan type mixer/Pug Mill and mixed material carried to site by tippers and spread uniformly and evenly on the prepared sub base/base by paver finisher of adequate capacity and all high and low spots remedied by removing or adding aggregate, as required and rolled with 8-10 (Eight to ten tones) tones roller to achieved/desired density. It shall included the cost of tools and plants, carriage of material from stacks, templates, barriers, safety temporary warning lamps at night, chowkidar, maintenance of diversion etc. Complete in all respects as per MORT&H (Ministry of road transport and highway) specification and to the entire satisfaction of the Engineer-in-charge. N.S.
1031.04
2414
2489858.5
... More
Refixing of dismantled PCC Kerb with cement mortar 1:2 complete in all respects and to the entire satisfaction of the Engineer in Charge. N.S.
967.12
43
41876.3
... More
Providing and fixing of factory manufactured precast cement concrete kerb of size 300mm x 300mm having 100mm thickness and 50mmx50mm half round at top duly vibrated mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerbs / channels with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-in-charge. N.S.
1673.09
273
456753.57
... More
Refixing of dismantled PCC Channel with cement mortar 1:2 complete in all respects and to the entire satisfaction of the Engineer in Charge. N.S.
511.03
43
22127.6
... More
Providing and fixing of factory manufactured precast concrete channel of size 300mm x 300mm having 75mm thickness duly vibrated mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between channels with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-in-charge. N.S.
758.85
225
171044.79
... More
Providing and fixing 60 mm thick ISI approved high density rubber moulded precast cement concrete paver blocks grey / coloured designer, polished, manufactured by vibro hydraulic pressure process consisting of design mix of cement, sand and fine aggregate having designation M-35 including best quality of colour and hardening agent. The pavers should be complied with tensile strength and breaking load as per BIS 6717-1993 and shall be tested against resistance to wear as per IS:1237-1980. The paver should be laid over a layer of 25 mm thick screened coarse sand to the required slope and filling the joints with fine sand etc. complete in all respect and to the entire satisfaction of Engineer-in-charge. N.S.
1142.7
798
912445.95
... More
Providing and applying primer coat with bitumen emulsion (Rapid Setting, packed) on prepared surface including cleaning of road surface and spraying bitumen at the rate of minimum 6 Kg/10sqm with bitumen pressure sprayer complete in all respects as per clause 502 of MORT&H specification (4th edition) and to the entire satisfaction of the Engineer in charge. N.S.
6765.37
24
167781.18
... More
Providing and laying tack coat with bitumen VG-10 @ 3.00 kg/10 sqm using sprayer pump on prepared surface heating bitumen in boiler and spraying bitumen with spray set fitted on bitumen boiler including cleaning of road surface with complete in all respect as per MORT&H specification and to the entire satisfaction of the Engineer-in-charge. N.S.
6765.37
23
155603.51
... More
Providing and laying 50 mm thick dense graded bituminous macadam with mechanical paver after mixing aggregate and bitumen as per design mix in hot mix plant using minimum @ 4.5% bitumen of grade VG-30 of total mix with aggregate confirming to requirement laid in table 500.8 and as per grading II specified in table 500.10 complete as per clause no. 507 of MORT&H specification rolling with smooth wheeled vibratory and tandem roller as per clause 501.6 and 501.7 to achieve the desired density 2.3gm/cc. complete in all respect and to the entire satisfaction of the Engineer-in-charge. N.S.
338.27
10373
3509060.76
... More
Providing and laying tack coat with bitumen VG-10 @ 2.50 kg/10 sqm using sprayer pump on prepared surface heating bitumen in boiler and spraying bitumen with spray set fitted on bitumen boiler including cleaning of road surface with complete in all respect as per MORT&H specification and to the entire satisfaction of the Engineer-in-charge. N.S.
6765.37
19
134630.86
... More
Providing and laying 30mm thick bituminous concrete as per clause 507 of MORT&H specification with mechanical paver after mixing aggregate and bitumen as per design mix in Hot mix plant using minimum 5.40% bitumen of grade VG- 30 and using both coarse and fine aggregate filler stone dust @2% by weight of aggregate confirming to relevant specification laid in MORT&H specification clause 507.2.2 and 507.2.3 with grading confirming to table 500-17 gradation –II of MORT&H specification and density of bituminous concrete as laid 2.35 gm/cc complete in all respect as per MORT&H specification and to entire satisfaction of Engineer-in-charge. N.S.
6765.37
358
2425385.15
... More
Providing and applying 2.5mm (minimum) thick thermoplastic road marking paint for edge line, central line, stop line, segregation line, zebra crossing, arrows and other road signs etc. The thermoplastic material should be homogeneously composed of pigment, hot resin and glass reflectorising beads @0.250 Kg/Sqm. The gradation of glass beads must be as per table 800.4 and properties of material should be as per table 800.3 of MORT&H specification (5th revision). The work should be complete in all respects and to the entire satisfaction of Engineer-in-charge. N.S.
283.95
376
107020.75
... More
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 15.2.1
63.41
2368
150188.49
... More
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. DSR 15.3
8.79
3455
30372.7
... More
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 15.7.4
151.91
2004
304514.23
... More
Demolishing stone rubble masonry 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 15.9.2
183.99
2392
440207.11
... More
Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured): In cement mortar DSR 15.11.2
183.99
670
123381.85
... More
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m:All kinds of soil. DSR 2.8.1
607.11
253
153762.75
... More
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 upto 50 m and for all lift. DSR 2.25
364.27
190
69469.93
... More
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. DSR 15.60
240.15
256
61675.32
... More
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 coarse sand (zone-III) derived from natural sources: 10 graded stoneaggregate 40 mm nominal size). DSR 4.1.10
111.07
6342
704472.58
... More
Cement Concrete 1:2:4 ( 1 cement : 2 Course Sand : 4 garded stone aggregate 40 mm nominal size) in pavement, laid to the required slope and camber in panels as required including consolidation finishing and tamping complete. DSR 16.42
88.92
7777
691617.09
... More
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. DSR 5.2.2
8.79
10559
92821.7
... More
Centering and shuttering including strutting, propping etc. and removal of form: Suspended floors, roofs, landings, balconies and access platform. DSR 5.9.3
67.18
902
60610.47
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Thermo-Mechanically Treated bars of grade Fe-500 D or more. DSR 5.22A.6
966.9
104
101466.49
... More
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 6.1.1
3.28
7171
23522.98
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand). DSR 6.4.1
3.57
9092
32458.62
... More
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement : 6 coarse sand). DSR 7.6.1
269.01
8574
2306524.02
... More
Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level: Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand). DSR 7.8.1
169.9
10451
1775723.44
... More
Lining of Reinforced cement concrete 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) work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstruts etc. above plinth level up to floor five level, including cost of Steel reinforcement , centering, shuttering, finishing and reinforcement to give artistic view as per exsting wall pattern of Rock Garden complete in all respect and to the entire satisfaction of the Engineer-in-charge. N.S.
51.01
18162
926443.62
... More
Providing and fixing special type gate consisting frame of M.S. Channel 100 X 50 mm with vertical member & empty drum of bitumen duly welded with each other .The intermediate channels are covered with M.S. sheet 7" wide and 16 mm dia bar through the drums. Double leaf frame is fixed with Pivot/Bush type hinge and angle size 75X75X10 mm and 50X50X6 mm and provided with guide rail of M.S. flat 63mm and 12m with 16mm dia bar on top of flat, machine made guide grove wheel 5" dia and 2" thick. It also include Ist quality painting two coat including Primer coat complete in all respect and to the entire satisfaction of the Engineer-in-charge. N.S.
14.42
6246
90079
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements