Providing And Laying 30Mm Bc On Existing Cycle Tracks Constructed Upto Wmm On V3 Roads Sector 54 And 55, 56 And 56W, 49 And 50, 49D Side And Construction Of Damaged Cycle Tracks On 52 / 61, 52D Side By Mcph Wing, U.T. Chandigarh
Tender Value
69.68 Lakhs
Estimated cost
Bid Submission
11 Mar 2022
0 days left
EMD
1.39 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
chandigarh → Chandigarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing And Laying 30Mm Bc On Existing Cycle Tracks Constructed Upto Wmm On V3 Roads Sector 54 And 55, 56 And 56W, 49 And 50, 49D Side And Construction Of Damaged Cycle Tracks On 52 / 61, 52D Side By Mcph Wing, U.T. Chandigarh
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in Excavation.for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m complete in all respects and to the entire satisfaction of Engineer in charge.(N.S) |
| 2 | Preparation of Sub-Grade. Loosening of the ground upto a level of 150mm below the sub grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub grade construction. (N.S.) |
| 3 | Providing and laying spreading and compacting Granular Sub Base material150 mm thick compacted layer of natural sand, morrum, gravel crushed stone or combination thereof as per MORT&H specification, confirming to clause 401 coarse graded grading-III as per table 400-1 of MORT&H specification (5th edition), including spreading on the prepared sub grade with the help of motor grader or adequate capacity maintaining the required slope and grade during operation, rolling with road roller 8-10 tone with the grade and crossfall (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 & to the entire satisfaction of Engineer-in-Charge. (N.S.) |
| 4 | Construction of 150mm thick compactedWet Mix Macadam to confirming to clause 406 of MORT&H specification (5th edition) having as laid, density of 2.2gm/c.c by providing laying, spreading and compacting clean, crushed aggregate and granular material (taking 3.30 cum material for 10 sqm area) conforming to Table 400-12 (Physical characteristics) and Table 400-13 (grading) of MORT&H 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 tones roller to achieved/desireddensity. 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 specification, drawings and the instruction of Engineer in charge. (N.S.) |
| 5 | Providing and applying primer coat with bitumen emulsion (Slow Setting, packed) on prepared surface including cleaning of road surface and spraying bitumen at the rate of minimum 0.60 Kg./sqm with bitumen pressure sprayer complete in all respects as per clause 502 ofMORT&H specification ( 5th edition) complete in all respect in all respects and to the entire satisfaction of the Engineer in charge. (N.S.) |
| 6 | Providing and laying Tack Coat with bitumen VG-10 using sprayer @ 3.0kg/10 sqm on prepared bituminous surface, heating bitumen in boiler and spraying the bitumen with spray set fitted on bitumen boilerincluding cleaning of road surface with narial broom complete in all respect as per clause 503 ofMORT&H specification (5th revision) and to the entire satisfactionof engineer in charge. (N.S.) |
| 7 | 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 5.4% 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.) |
| 8 | Providing and laying of cold applied reflective road marking paint as per IRC 35 using water based road marking material having non-volatile matter contents by waight shall be a minimum of 65% drop-on glass beads @ 300grams per sqm with glass beads dispenser,to achive a DFT of 300 microns,using automatic airless spray equipment,spray tips and between 2000 and 2500 psi(138 to 172 bar) pressure. the proportion of constituents of paint shell be as per table 800-11 and gradation requirment for glass beads shell be as per table 800-12 complete in all respects as per MORT&H specification (5th revision) and to the entire satisfaction of Engineer in charge.(N.S). |
| 9 | Providing & fixing of factory made by using Fiber ReinforcedPlastic moulds reinforced Cement Concrete fine finished Cylindrical Bollard 150mm dia Heavy Duty M-35 Grade 950mm height & 150mm dia consists of 2 cuts of 75mm height at top for reflectors. The bollards is reinforced with 4 No. 10mm dia, 1250mm Long TMT steel bars (950mm in concrete & 300mm for grouting it is grout at the time of fixing) and 8 no. 6mm dia stirrups at 15mm center to center complete in all respects and to the entire satisfaction of Enginner-in-charge. (N.S.) |
AI Tender Summary
Tender Timeline
Mar 05, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMar 11, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 11, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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