Public Works Department-PWD has published Widening/ Repair/ Re-Construction Of Bridges And Culverts And Compaction Of Earth Work To Open Graded P . C . On Approaches Of Various Link Roads Falling In M . C . Jalandhar City In Distt . Jalandhar Under 200 Crore Project Phase-2. Submission Date for this Tender is 28-06-2021. Road Work Tenders in Jalandhar Punjab. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 21-Jun-2021 | Corrigendum | Date | 28-06-2021 |
| Name of Work: WIDENING/ REPAIR/ RE-CONSTRUCTION OF BRIDGES AND CULVERTS & COMPACTION OF EARTH WORK TO OPEN GRADED P.C. ON APPROACHES OF VARIOUS LINK ROADS FALLING IN M.C.JALANDHAR CITY IN DISTT. JALANDHAR UNDER 200 CRORE PROJECT PHASE-2 | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling of Stone Soling Dry | BI01010001010000000000000515BI0100001113 | 36.6 | Cum |
| 2 | 2 | Construction of Embankment with Good Quality Earth obtained from any lead, laying in 225mm thick layers to give level, camber, watering, rooling with road roller, compacting the bed to achieve minimum dry density as per technical clause 305 of MORT & H specifications | BI01010001010000000000000515BI0100001114 | 94.96 | Cum |
| 3 | 3 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. | BI01010001010000000000000515BI0100001115 | 422 | Sqm |
| 4 | 4 | Relaying of recovered material from dismantling of road crust as granular sub-base by spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications | BI01010001010000000000000515BI0100001116 | 21.96 | Cum |
| 5 | 5 | 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 | BI01010001010000000000000515BI0100001117 | 20.24 | Cum |
| 6 | 6 | Providing and laying of New 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 including dismentalling old brick on end edging & credit of old material complete as per Punjab PWD specifications. | BI01010001010000000000000515BI0100001118 | 160 | Mtr |
| 7 | 7 | Providing, 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 Water Bound Macadam Grading I , watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications \nwithout screening | BI01010001010000000000000515BI0100001119 | 31.66 | Cum |
| 8 | 8 | Providing, 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 an brooming Water Bound Macadam Grading II, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications\nwithout screening | BI01010001010000000000000515BI0100001120 | 31.66 | Cum |
| 9 | 9 | Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications. | BI01010001010000000000000515BI0100001121 | 422 | Sqm |
| 10 | 10 | Providing and applying tack coat with penetration grade bitumen VG- 10 using bitumen pressure distributor @ of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications | BI01010001010000000000000515BI0100001122 | 573.9 | sqm |
| 11 | 11 | Providing, 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 binder 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 | BI01010001010000000000000515BI0100001123 | 573.9 | sqm |
| 12 | 12 | Providing and laying of premix sand Seal Coat Tupe B 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 | BI01010001010000000000000515BI0100001124 | 573.9 | sqm |
| 13 | 13 | Dismantling cement concrete 1:4:8 or 1:5:10 mix | BI01010001010000000000000515BI0100001125 | 5.23 | Cum |
| 14 | 14 | Dismantling Brick work tile masonry or tile lining in cement | BI01010001010000000000000515BI0100001126 | 103.13 | Cum |
| 15 | 15 | Dismantling cement concrete plain 1:2:4 mix | BI01010001010000000000000515BI0100001127 | 1.5 | Cum |
| 16 | 16 | Dismantling reinforced cement concrete | BI01010001010000000000000515BI0100001128 | 26.84 | Cum |
| 17 | 17 | Credit of Steel scrap | BI01010001010000000000000515BI0100001129 | 939.4 | Kg |
| 18 | 18 | Credit of Brick Bats | BI01010001010000000000000515BI0100001130 | 51.57 | Cum |
| 19 | 19 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. | BI01010001010000000000000515BI0100001131 | 575.05 | Cum |
| 20 | 20 | Cement concrete 1:3:6 with stone ballast or shingle using concrete mixer volumetric type | BI01010001010000000000000515BI0100001132 | 72.03 | Cum |
| 21 | 21 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth | BI01010001010000000000000515BI0100001133 | 500.78 | Cum |
| 22 | 22 | Centring and shuttering for slab of culvert for vent height upto 3mtr | BI01010001010000000000000515BI0100001134 | 198.25 | sqm |
| 23 | 23 | Reinforced Cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement, centring and shuttering in Superstructure | BI01010001010000000000000515BI0100001135 | 88.48 | Cum |
| 24 | 24 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete | BI01010001010000000000000515BI0100001136 | 104.6 | Qtl |
| 25 | 25 | Brick on edge flooring laid in cement sand mortar 1: 4 on 75mm thick cement concrete 1: 8: 16 and 100mm sand filling cement pointed 1: 2 on top. | BI01010001010000000000000515BI0100001137 | 208.25 | sqm |
| 26 | 26 | 12.5 mm thick cement plaster 1:3 | BI01010001010000000000000515BI0100001138 | 147.54 | sqm |
| 27 | 27 | Cement concrete 1:2: 4 with stone ballast or shingle using concrete mixer volumetric type. | BI01010001010000000000000515BI0100001139 | 0.36 | Cum |
| 28 | 28 | Provision of Reinforced cement concrete crash barrier at the edges of the Bridge, road, approaches to bridge structures and medians, constructed with M-40 grade concrete , as per dimensions in the PWD stanadard drawing No 27.Section 1,Including fom work but excluding steel reinforcement and at locations directed by the Engineer, all as specified-with concrete mixure. | BI01010001010000000000000515BI0100001140 | 50.8 | Mtr |
| 29 | 29 | Drainage Spouts complete as per drawing No. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) | BI01010001010000000000000515BI0100001141 | 4 | Each |
| 30 | 30 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications | BI01010001010000000000000515BI0100001142 | 20 | Each |
| 31 | 31 | Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications | BI01010001010000000000000515BI0100001143 | 1547 | Cm |
| 32 | 32 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface | BI01010001010000000000000515BI0100001144 | 123.59 | sqm |
| 33 | 33 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. | BI01010001010000000000000515BI0100001145 | 123.59 | sqm |
| 34 | 34 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes NP -3 450mm i/d and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.. | BI01010001010000000000000515BI0100001146 | 75 | Mtr |
| 35 | 35 | Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on Rs | BI01010001010000000000000515BI0100001147 | 5.44667e+06 | Percentage |
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