| FileName | File Description | File Size |
| DNIT.pdf | Tender Document-APPROVED DNIT | 19407.81 |
| BOQ_113475.xls | Tender Document-BILL OF QUANTITY | 308.00 |
| F99E3A8A-58A0-4EFA-A58D-10042F951CCC.html | Tender Notice-Tender Notice | 0 |
| Tendernotice_1.pdf | Tender Document-NOTICE TENDER | 210.37 |
| Name of Work: SPECIAL REPAIR 2020-21 OF LINK ROADS (1) BADIALA LINK ROAD TO MANDI KALAN GRAIN YARD VIA VILLAGE (2) BALLIANWALI DAULATPURA ROAD TO LEHRA (3) BALLIANWALI MAUR ROAD TO GURUDWARA MANDI KHURD (4) BBM ROAD TO KARARWALA (5) INTERNAL ROAD GURUDWARA SAHIB BALLIANWALI (6) PAKKI PHIRNI TO DHADE SHAMSHANGHAT INTERNAL (7) RAMPURA MAUR ROAD TO MANDI KALAN (8) RAR-CHOWKE DHADE TO BALLIANWALI TO DAULATPURA UPTO MCL (9) SHAMSHANGHAT VILLAGE KHOKHAR TO RASTA WALI BAGICHI FALLING IN MARKET COMMITTEE RAMPURA (GROUP-1) | |||||
|---|---|---|---|---|---|
| Sl. No. | Work Name | Item Code / Make | Quantity | Unit | |
| 1 | 1 | Dismantling of Bituminous Courses of Flexible pavements by manual means and disposal of dismantled materials upto lead of 1000 meters, stacking Serviceable and unServiceable material separatly as per technical Clause 202 of MORT&H Specification | 1 | 1253.57 | Cum |
| 2 | 2 | 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. (In case of link roads earth work to be done by villagers) | 2 | 15070 | Sqm |
| 3 | 3 | Making 50 mm x 50 mm furrows 45 degree to the centre line of road and at one metre interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 meters lead complete as per technical clause 404 of MORT&H specifications (Full surface area will be measured for payment.) | 3 | 12169.5 | sqm |
| 4 | 4 | Dismantaling of dry brick work for brick end on edging complete in all respect. | 4 | 210.16 | Cum |
| 5 | 5 | 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 | 5 | 13460 | Rmt |
| 6 | 6 | Relaying of recovered material obtained from dismantling of road crust as construction of granular sub-base by providing coarse graded matereal grading-II spreading in uniform layers with motor grader on prepared surface, mixing by mix by mix in place method with rotavator at OMC, and compacting with vibratory roller to achive the desired density, complete as per technical clause 404 o MORT&H specifications | 6 | 752.15 | Cum |
| 7 | 7 | Construction 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 | 7 | 83.57 | Cum |
| 8 | 8 | Water Bound Macadam Grading I (without screening for low volume Roads/undersigned 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 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 | 8 | 626.78 | Cum |
| 9 | 9 | Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads 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 and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete asper technical specifications | 9 | 1539.49 | Cum |
| 10 | 10 | 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 | 10 | 20526.5 | Sqm |
| 11 | 11 | Providing 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 bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications | 11 | 25825 | sqm |
| 12 | 12 | 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 | 12 | 1084.08 | M.T |
| 13 | 13 | Providing 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\n | 13 | 260.94 | M.T |
| 14 | 14 | Kassi 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. | 14 | 2097.18 | cum |
| 15 | 15 | 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 approved 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 of MORT&H specifications | 15 | 549 | Rmt |
| 16 | 16 | Construction of 2' Hume Pipe Culvert Complete in all respects as per Standard Drawing/ Design | 16 | 1 | Each |
| 17 | 17 | Construction of 2' Span Slab type Culver Complete in all respects as per Standard Drawing/ Design | 17 | 2 | Each |
| 18 | 18 | Construction of Side Drain 12" x 12" Complete in all respects as per Standard Drawing/ Design | 18 | 80 | Rmt |
| 19 | 19 | Videography of all the roads included in DNIT to be done before the start of any work. Videography to be undertaken in the presence of an officer not below the rank of SDE / JE. Two video copies of each road to be submitted by contractor. It most cover all reaches and aspects of the road. | 19 | 9 | Job |
| 20 | 20 | (-) D/d Credit of old useful serviceable materials like Brick Bats & Bricks which obtained from Dismantling of existing brick edging:- | 20 | ||
| 21 | 20.01 | (i) Brick Bat | 21 | 105.08 | Cum |
| 22 | 20.02 | (ii) Bricks | 22 | 30261 | Each |
| 23 | 21 | Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 1 to 20.02 i.e. Rs 11681897.62/- | 23 | 1.16819e+07 | Percentage |
Copyright © 2020 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
