Public Works Department-PWD has published Special Repair Progrmmme ( Premature Damaged Road ) For The Year 2021-22 In Mc Kharar , Assembly Constituency Mohali ( Constn . Sub Divn . No . 1 Pwd B And R Mohali ) Group-2. Submission Date for this Tender is 30-07-2021. Road Work Tenders in SAS Nagar Punjab. Bidders can get complete Tender details and download the document.
| Name of Work: Special Repair progrmmme (Premature Damaged Road) for the year 2021-22 in MC Kharar, Assembly Constituency Mohali ( Constn. Sub Divn. No. 1 PWD B And R Mohali) Chandiala to Gobindgarh Link Road, Gadana to Baba Peer to Bathlana Link Road, Approach Road Village Bathlana, Saneta Gobindgarh, Shampur Raipur Link Road (Group-2) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Making 50 mm x 50 mm furrows Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one meter interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 meters lead complete as per technical (Full surface area will be measured for payment) | BI01010001010000000000000515BI0100001112 | 21152.5 | Sqm |
| 2 | 2 | Dismantling stone pitching or soling Stone pitching dry | BI01010001010000000000000515BI0100001113 | 658.81 | cum |
| 3 | 3 | Dismantling brick edging Dismantling dry brick work | BI01010001010000000000000515BI0100001114 | 259.19 | cum |
| 4 | 4 | Loosening, leveling and compacting original ground up to a level of 225mm below road crust, mixed with water at OMC, levelled, graded and Compacted in layers by rolling so as to achieve minimum dry density as given in Table 300-2 for sub grade construction as per technical clause 305 of MORT&H specifications ( Where Earth work done by Villagers) | BI01010001010000000000000515BI0100001115 | 7920 | Sqm |
| 5 | 5 | Credit of Brick bats obtainted from dismantling of brick edging | BI01010001010000000000000515BI0100001116 | 129.6 | Cum |
| 6 | 6 | Credit of old Bricks obtainted from dismantling of brick edging @ Rs. 2500/- per 1000 Nos. | BI01010001010000000000000515BI0100001117 | 37322 | Nos. |
| 7 | 7 | Providing and fixing brick on end edging Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications | BI01010001010000000000000515BI0100001118 | 14240 | Mtr |
| 8 | 8 | Relaying of dismantled material as GSB Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications. | BI01010001010000000000000515BI0100001119 | 395.29 | Cum |
| 9 | 9 | Construction of granular sub-base \nConstruction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications | BI01010001010000000000000515BI0100001120 | 149.45 | Cum |
| 10 | 10 | Water Bound Macadam Grading I (without screening for low volume Roads/undersigned \nProviding, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications | BI01010001010000000000000515BI0100001121 | 112.09 | cum |
| 11 | 11 | Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads \nProviding, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications | BI01010001010000000000000515BI0100001122 | 2071.7 | Cum |
| 12 | 12 | Surface dressing \nProviding and laying surface dressing in singlecoat using crushed stone aggregates of specifiedsize on a layer of bituminous binder VG-10 @ 1kgper sqm laid on prepared surface after cleaningthe road surface and rolling with 8-10 tonnesmooth wheeled steel roller complete as pertechnical clause 509 of MORT&H specifications | BI01010001010000000000000515BI0100001123 | 23259.8 | Sqm |
| 13 | 13 | Tack coat\nProviding and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared ituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications | BI01010001010000000000000515BI0100001124 | 32057.4 | Sqm |
| 14 | 14 | Open - Graded Premix Surfacing 20mm thickness \nProviding, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous inder VG-10 @ 1.46kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications\n | BI01010001010000000000000515BI0100001125 | 1345.26 | Tonne |
| 15 | 15 | Seal Coat Type B\nProviding and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications | BI01010001010000000000000515BI0100001126 | 323.81 | Tonne |
| 16 | 16 | Providing and fixing brick on end edging with cement concrete bricks of grade M-25 of Size 22.86 x11.11x6.83 fixed in position including carriage to site of work complete as per specification. | BI01010001010000000000000515BI0100001127 | 2360 | Mtr. |
| 17 | 17 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge for Non traffic Areas and streets having width less than 3.05 mt.( Also not to used over footoaths). | BI01010001010000000000000515BI0100001128 | 3666.26 | Sqm |
| 18 | 18 | Earth work excavation in ordinary soil, exclusive of compensation of earth:-\nKassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods. | BI01010001010000000000000515BI0100001129 | 4128.48 | Cum |
| 19 | 19 | Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 to MORT&H specifications | BI01010001010000000000000515BI0100001130 | 335.5 | Mtr. |
| 20 | 20 | Village Board Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications | BI01010001010000000000000515BI0100001131 | 11 | Nos. |
| 21 | 21 | Videography of Proposed/Execute site of work of Link Roads before & after completion of work two times (stilling & video Job Work) | BI01010001010000000000000515BI0100001132 | 4 | Job |
| 22 | 22 | Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above i.e. Rs | BI01010001010000000000000515BI0100001133 | 1.72807e+07 | Percentage |
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