Public Works Department-PWD has published Special Repair Of Various Link Roads Falling In M . C Rayya Sr 2020-21 Phase-Iii In District Amritsar . . Submission Date for this Tender is 19-12-2020. Road Work Tenders in Rayya Punjab. Bidders can get complete Tender details and download the document.
| Name of Work: DNIT for Special repair of various link roads falling under MC Rayya, District Amritsar for the year 2020-21 Phase-III in Assembly Constituency Jandiala Guru, Block/MC Mehta in District Amritsar. (1) GT road to Umranangal on to Batala Beas road via Jalluwal Lakhuwal (4.32 Km) (2) Baba Bakala to Thathian (1.49 Km) (3) Batala Mehta Beas road to Ungarh (0.34 Km) (4) Village Saran to Phirni ( 0.60 Km) (5) GT road to Dullonangal on to Batala Beas Road (6.97 Km) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling of brick edging in strengthening portion | 96.18 | Cum | |
| 2 | 2 | Dismantling of stone soling as per CSR 8.2 (a) | 828.99 | Cum | |
| 3 | 3 | 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) | 8546.6 | Sqm | |
| 4 | 4 | Providing & laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86 cm high half brick deep including excavation, refilling and disposal of surplus earth upto 50mtr. Complete as per Punjab PWD specifications complete as per CSR 24.16 (add difference of bricks rate) | 6160 | Rmt | |
| 5 | 5 | Relaying of recovered material obtained from dismentaling as Construction of granular sub base by providing coarse graded material grading-II, spreading in uniform layers with motor grader on prepared surface complete as per CSR Item No.24.8© | 615.43 | Cum | |
| 6 | 6 | 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 thedesired density, complete as per MORD technical specification. | 72.13 | Cum | |
| 7 | 7 | Making 50mm x 50mm furrows 45 degree to the centre line of the road and at one meter interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 meter lead complete in all respect. | 3806.4 | Sqm | |
| 8 | 8 | 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 | 515.68 | Cum | |
| 9 | 9 | 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 insterstices of coarse aggregate, watering and compacting to the required and compacting to the required density complete as per technical clause 404 of MORT&H specifications. CSR item No.24.13 (ii) as per AC Slip-2 dated: 07.02.2013 | 871.12 | Cum | |
| 10 | 10 | Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder V.G.-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. CSR item No.24.24 | 10719.6 | Sqm | |
| 11 | 11 | Providing & laying tack coat with penetration grade bitumen V.G.-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 clause 503 of MORT&H specifications. CSR item No.24.18 (b) | 42113.3 | Sqm | |
| 12 | 12 | Providing, laying and compaction of open graded premix surfacing of 20mm thickness consisting of crushed stone aggregates of specified grading premixed in a batch type hot mix plant with bituminous binder VG-410 @ 1.46kg per sqm, carriage of mixed material to site of work and laid with paver and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 511 of MORT&H specifications. (as per CSR item No.24.25)\n | 1572.67 | MT | |
| 13 | 13 | 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 @ 1.34 kg per sqm and plastic waste confirming to IRC norms @ 0.12 Kg 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. The material selection of plastic waste and procedure for mixing plastic waste shall be strictly in accordance with the guidelines | 194.56 | MT | |
| 14 | 14 | Providing and laying of premix sand seal coat premixed in batch type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, carriage of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. [as per CSR item No.24.27 (b)] | 425.39 | MT | |
| 15 | 15 | Kassi work undressed involving an average\nhorizontal throw up to 2.0 metres and anaverage vertical lift up to 0.5 metres including breaking of clods as per CSR item no. 6.2a | 1536 | Cum | |
| 16 | 16 | 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 508 and thermoplastic road marking paint shall conform to technical clause 803 to MORT&H specifications as per CSR 24.60 a | 131 | Mtr | |
| 17 | 17 | Repair of Parapits with B:B 1:5 in cement sand mortar | 15.99 | Cum | |
| 18 | 18 | Providing and Fixing Cautionary Sign Board 600x600x600 triangular and definition plate 600x200mm rectangular item No.24.44 (B) +24.49 | 8 | Nos | |
| 19 | 19 | Placing identification sign board 900x600mm rectangular as per IRC 67-2001 with retroreflector High intensity microprismatic grade sheeting fix over 2mm thick aluminium sheet as per CSR item no. 24.47 | 8 | Nos | |
| 20 | 20 | Reinforced cement concrete M-15 grade ordinary kilometre stone of standard design for village roads as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specification CSR 24.37 | 7 | Nos | |
| 21 | 21 | Reinforcement cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications CSR 24.39 | 44 | Nos | |
| 22 | 22 | Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specification | 7 | Nos | |
| 23 | 23 | Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications Csr Itme No.24.57 taking edge line on curve portion and zebra crossing | 243.45 | Sqm | |
| 24 | 24 | Construction of 5 feet Hume Pipe culverts with all respect | 1 | Nos | |
| 25 | 25 | Provision of Videography of Road | 5 | L.S. | |
| 26 | 26 | Construction/repairing of 1x1 feet side drain in built up area | 1450 | Mtr | |
| 27 | 27 | Credit of Brick Bats | 48.09 | Cum | |
| 28 | 28 | Credit of Bricks | 13850 | Nos | |
| 29 | 29 | Add 1% Culture Cess Charges | 1.44501e+07 | Percentage |
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