Chandigarh Administration Tender
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The Chandigarh Administration has issued a formal invitation for competitive bids for Recarpeting Of Sector 22 23 35 36 Roundabout Jn33 With Mastic Asphalt Chandigarh in Chandigarh, with an estimated contract value of Rs. 1,36,31,390. The bid opening date for this tender is 29-05-2025 and the last date for bid submission is 06-06-2025.Interested bidders for Chandigarh Administration tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Chandigarh Administration Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 May 2025
Closing Soon6 Jun 2025
Tender Amount₹ 1,36,31,390
Costs
EMD
₹ 2,72,628Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CHD_86534_1Tender No
CP2Road2132105Tender Authority
Chandigarh Administration ViewPurchaser Address
-Website
http://http://chandigarh.gov.in/
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Documents
Recarpeting of Sector 22 23 35 36 Roundabout Jn33 with Mastic Asphalt Chandigarh
Recarpeting of Sector 22 23 35 36 Roundabout Jn33 with Mastic Asphalt Chandigarh
Recarpeting of Sector 22 23 35 36 Roundabout Jn33 with Mastic Asphalt Chandigarh
BOQ Items
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Providing and laying 35 mm thick Mastic Asphalt wearing course with paving grade 85/25 bitumen meeting the requirements given in table 500-39 prepared by using mastic cooker and laid to required level and slope after cleaning the surface including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100°c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516 of MoRT&H Specifications for Road & Bridge works (5th revision) N.S.
7719.61
1262
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Providing and laying 30mm thick bituminous concrete as per clause 507 of MORT&H specification with mechanical paver finisher after mixing aggregate and bitumen as per design mix in Hot mix plant using minimum 5.4% 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.
593.4
379
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12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand). DSR 13.1.1
130.02
337
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Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.N.S.
130.02
53
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Providing and Applying white washing one coat on the cement concrete surface of alternate kerbs after cleaning the surface with painting brush and arrangement of traffic control by providing three legged jhandies and cautionary boards etc. complete in all respect and to the the entire satisfication of Engineer-in-charge.N.S.
130.02
8
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2.27
16.3
2066
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Dismantling of existing Kerbs and stacking the serviceable kerbs properly at site and disposal of the unserviceable kerbs average lead of 1000 mtr. N.S.
1136.59
12
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Providing and fixing of factory manufactured precast concrete kerb of size 300mm x 300mm having 150mm thickness with one edge semi rounded 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.
1136.59
317
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Dismantling of existing Channels and stacking the serviceable channels properly at site and disposal of the unserviceable kerbs average lead of 1000 mtr. N.S.
703.67
18
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Providing and fixing of factory manufactured precast concrete channel of size 300mm x 300mm having 75m 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 kerbs / channels with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-in-charge. N.S.
703.67
209
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Providing & Fixing chevron board made out of 3mm thick ACP sheet face to be fully covered with Retro Reflective High Intensity Microprismatic sheeting confirming IRC- 672012/ASTM - D-4956 of make 3M, Avery Dennison on the base and matter should be screen printing with transparent ink in required colored. The ACP sheeting shall be fixed after scrapping and making good the existing plaster surface etc. with riveted screwing after drilling holes in the existing sheet & wall PVC gutties and shall be extremely resistant to peel-off (For application on parapet walls, traffic island, Serious Bends, Roundabout, Narrow Bridge, Gap in Median etc.) complete in all respect and to the entire satisfaction of Engineer-in-charge. N.S.
29.28
4892
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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.
167.7
377
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