Modernization of Rural Link roads falling in MC Patti Group No.8 Assembly Constituency Patti District Tarn Taran under Special Assistance Project Phase-II Year 2025-26 including 5 Years Maintenance1Year Defect LiabilityPeriod plus 4Years Maintenance

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Tender Inviting Authority: EXECUTIVE ENGINEER CONSTRUCTION DIVISION,

Tender Inviting Authority: EXECUTIVE ENGINEER CONSTRUCTION DIVISION,NO.2, PWD B&R, AMRITSAR.

Name of Work: DNIT for Modernization of Rural Link roads falling in MC Patti, Assembly Constituency Patti, District Tarn Taran under Special Assistance Project Phase-II Year 2025-26 including 5 Years Maintenance (1 Year Defect Liability Period + 4 Years Maintenance) Group No.8. 1) Patti Kot Budha Road to Abadi Angrej Singh, Balwinder Singh, Gurjant Singh. 2) Sabhra Kot Budha Road to Baba Pir. 3) Thatha Pangota Road to Abadi Kulwant Singh, Sukhwinder Singh, Harjinder Singh, 4) Gurudwara Baba Sant Khalsa to Jhuggain Pir Bakash, 5) Patti Khem Karan road to Baba Rangi Ram Boparai, 6) Phirni Sangwan to Gurdwara Guruawala, 7) Cheema Kot Budha Road to Cheema Boparai road, 8) Jauneke to Gurdwara Tahla Sahib, 9) Jauneke to Abadi Kulwant Singh,10) Harike Khalra road to Booh Havellian - Harike Khalra road via Abadi, 11) NH-54 to Old Amritsar Harike Road Along Drain,12) Dhagana to Gharyala Patti Khem Karan Road, 13) Gandiwind Chamba Road to Abadi Davinder Singh,14) Kulla Road to Abadi Dayal Singh,15) Gharyala Kaleke Road to Government School Kaleke,16) Patti Kot Budha Road to Abadi Kuldeep Singh,17) Patti Kot Budha Road to Sarwan Singh Nambardar,18) Patti Kot Budha Road to Safa Singh,19) Kaleke Bangla Road to Baba Shah Kamal,20) Kirtowal Sabhra Road to Abadi Jaimal Singh

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Work Name Item Code / Make Quantity Unit Rate Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

1 Compacting of earth work & preparation of sub grade including loosening and leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering rolling with a road roller and compacting the bed to achieve minimum dry density as given in table 300-2 as per technical clause 305 of MORT&H specification. 1 sqm Excess(+) Full Conversion INR

2 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) 2 rmt Excess(+) Full Conversion INR

3 Construction of granular sub-base by providing material as per grading-III (Table 400-I of MORT&H 5th revision), mixing in a mechnical 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 4 cum Excess(+) Full Conversion INR

4 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. 5 cum Excess(+) Full Conversion INR

5 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 as per technical specifications. 6 cum Excess(+) Full Conversion INR

6 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. 7 sqm Excess(+) Full Conversion INR

7 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. 8 sqm Excess(+) Full Conversion INR

8 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. 9 M.T. Excess(+) Full Conversion INR

9 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 10 M.T. Excess(+) Full Conversion INR

10 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 11 mtr Excess(+) Full Conversion INR

11 Dresing of Earth work as per CSR 6.3 (i) 12 sqm Excess(+) Full Conversion INR

12 Construction of 1.5 feet Hume Pipe culvert (24 feet formation width) complete in all respect. 13 Each Excess(+) Full Conversion INR

13 Construction of 2.5 feet Span Slab Type Culvert (24 feet formation width) complete in all respect. 14 Each Excess(+) Full Conversion INR

14 Road Marking with Thermoplastic Compound: 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 24.57 15 sqm 649.66 Excess(+) Full Conversion INR

15 Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications. 16 Each Excess(+) Full Conversion INR

16 Reinforced cement concrete M-15 grade ordinary kilometer 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 specifications. CSR 24.37 c 18 Each Excess(+) Full Conversion INR

17 Reinforced 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 19 Each Excess(+) Full Conversion INR

18 Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications. CSR 24.40 20 Each Excess(+) Full Conversion INR

19 Providing and fixing Cautionary Sign Board (600 x 600 x 600mm) tringular and definition plate 600 x 200mm rectengular as per CSR item no. 24.44 b (i) + 24.49 b 21 Each Excess(+) Full Conversion INR

20 Place Identification sign board 900 x 600mm rectangular as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm thick aluminium sheet C.S.R. 24.47 b 22 Each Excess(+) Full Conversion INR

21 Providing & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119-2015. CSR 24.56 a 23 mtr Excess(+) Full Conversion INR

22 Provision of Videography of Road 24 Each Excess(+) Full Conversion INR

23 Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 1 to 22 i.e. Rs.66779851.67 25 Percentage Excess(+) Full Conversion INR

24 Add Maintenance Cost 26

24.1 2nd Year Mantenance 27 km Excess(+) Full Conversion INR

24.2 3rd Year Maintenance 28 km Excess(+) Full Conversion INR

24.3 4th Year Maintenance 29 km Excess(+) Full Conversion INR

24.4 5th Year Maintenance 30 km Excess(+) Full Conversion INR

25 Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 24.1 to 24.4 i.e. Rs.5692160.11 Note:- 1) Routine Maintenance for four year's (2nd to 5th year) is a fixed amount, Contractor will Quote his rate (Percentage) below or above only for Part I i.e. Construction Cost of BOQ. 2) Routine maintenance of roads, there is Lump Sum provision for each year of maintenance, the payment should be made for actual work done at site Measured in M.B by concerned Engineer. 31 Percentage Excess(+) Full Conversion INR

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