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 Maintenance1Year Defect LiabilityPeriod plus 4Years Maintenance Group No.1

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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.1 1) Cheema Kot Budha road to Kot Budha Ferozepur Road via Kaleke Uttar, Bangla Rai 2)Bathe Bhani to Shaheed Harbhajan Singh Sports Stadium 3)Phrini of Village Thakarpur 4)Patti Tarn Taran Road (MDR-62) to Patti Khem Karan Road via Harike Khalra Road (NH-703-B) along distributory (Sec 0 to 7.00 km)

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 TOTAL AMOUNT in Rs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words

1 Dismantling brick edging in strengthening portion as per CSR item No.8.5(i) 1 187.36 cum 144.33 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

2 Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom with side slopes, in accordance with requirements of lines, grades and cross sections including all lifts and combined lead up to 60 mtr. 2 4042.5 cum 33.71 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

3 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. 3 64598 Sqm 6.32 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

4 Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) complete as per technical clause 404 of MORT&H specifications 4 18300 Sqm 5.27 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

5 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) 5 29400 Rmt 92.05 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

6 Construction of embankment with earth obtained from roadway cutting or excavation including spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications 6 4042.5 cum 99.03 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

7 Construction of Shoulder with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 3003 of MORT&H specifications. 7 6757.5 cum 376.96 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

8 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 8 8442.01 cum 1826.41 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

9 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. 9 8297.24 cum 2061.44 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

10 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. 10 5045.88 cum 2061.39 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

11 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. 11 61651.41 sqm 84.14 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

12 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. 12 61651.41 sqm 23.12 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos

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 @ 1.46kg 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. 13 2587.13 M.T. 3520.16 Excess(+) Full Conversion INR

14 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 14 622.75 M.T. 5874.6 Excess(+) Full Conversion INR

15 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. For BM 15 61651.41 Sqm 23.12 Excess(+) Full Conversion INR

16 Providing and laying Bituminous Macadam 50mm to 75mm thick with Continuous type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @3.4%, laid over a previously prepared surface with paver finisher Mechanical to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications. Notes:- I. The actual volume of the aggregate to be paid for shal lbe computed after deducting the specified percentage from the volume computed by stacks measurement as per MORT&H 5th Revision specifications (addendum to latest revision) for the purpose of secured advance. II. The final grading for the aggregates requiredfor bitumenious macadam course Grading-2 for 75mm /50mm thickness of each layer conforming to table 500-7 of MORT&H 5th Revision specifications (addendum to latest revision) shall be determined after getting the bituminous macadam grading-2 designed from Punjab PWD B&R Research Laboratory Patiala after obtaining 60% of material. The design mix so finally approved by shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6 (addendum to latest revision). 16 3082.57 cum 7872.68 Excess(+) Full Conversion INR

16.1 III. The mix shall exhibit the following details: a) Binder expressed as a percentage by weight of total mix. b) Coarse aggregate of 26.5mm gauge expressed as percentage by weight of total mix. c) Crushed Bajri of 11.2mm size expressed as percentage by weight of total mix. d) Fine aggregates 4.75 mm below expressed as percentage by weight of total mix. e) A single definite percentage passing each sieve for mixed aggregates. f) Density of Bituminous Macadam (75mm /50mm thick after compaction) shall be minimum 2.2 gms/C.C & nothing extra shall be payable if higher density is achieved at site. IV) The contractor thereafter, shall be required to complete the supply of various ingradients or Bituminious Macadam as per proportions stipulated in the approved mix. V) Rate of B.M. shall be quoted by the contractor with respect to binder content percentage by weight of mix being 3.4% if Laboratory designs a mix with different percentage then the difference shall be payable/recoverable. 17 2 Construction of chamber for 100mm sluices valve item3 10 Nos

17 Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour 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. CSR 14.139 18 5626.74 Sqm 859.31 Excess(+) Full Conversion INR

18 Construction of 1.5 feet Hume Pipe culvert (24 feet formation width) complete in all respect. 19 2 Nos 69665 Excess(+) Full Conversion INR

19 Construction of 2.5 feet Span Slab Type Culvert (24 feet formation width) complete in all respect. 20 1 Nos 165661 Excess(+) Full Conversion INR

20 Construction of 1.5 feet Hume Pipe culvert (32 feet formation width) complete in all respect. 21 32 Nos 80060.72 Excess(+) Full Conversion INR

21 Construction of 2.5 feet Span Slab Type Culvert (32 feet formation width) complete in all respect. 22 4 Nos 203635 Excess(+) Full Conversion INR

22 Construction of 5 feet Span Slab Type Culvert (32 feet formation width) complete in all respect. 23 4 Nos 362579 Excess(+) Full Conversion INR

23 Construction of 10 feet Span Slab Type culvert (32 feet formation width) complete in all respect. 24 1 Nos 821603 Excess(+) Full Conversion INR

24 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 25 2809.79 Sqm 649.66 Excess(+) Full Conversion INR

25 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. 26 2190 Nos 256.75 Excess(+) Full Conversion INR

26 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 27 15 Nos 2763.07 Excess(+) Full Conversion INR

27 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 28 146 Nos 1371.82 Excess(+) Full Conversion INR

28 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 29 16 Nos 5498.25 Excess(+) Full Conversion INR

29 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 30 54 Nos 3964.52 Excess(+) Full Conversion INR

30 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 31 46 Nos 6921.41 Excess(+) Full Conversion INR

31 Advance Direction sign board 1200x900mm rectangular per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. grade sheeting fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.60x0.60x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012. CSR 24.48 b (i) 32 2 Nos 11917 Excess(+) Full Conversion INR

32 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 33 715 Rmt 2758.53 Excess(+) Full Conversion INR

33 Credit of Bricks Bats 34 93.68 cum 531 Excess(+) Full Conversion INR

34 Credit of Bricks 35 26980 Nos 2.63 Excess(+) Full Conversion INR

35 Provision of Videography of Road 36 4 Each 1000 Excess(+) Full Conversion INR

36 Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 1 to 35 i.e. Rs.110235849.73 37 Percentage 0.01 Excess(+) Full Conversion INR

37 Add Maintenance Cost 38 2 Construction of chamber for 100mm sluices valve item3 10 Nos

38.1 2nd Year Mantenance 39 13 km 46516 Excess(+) Full Conversion INR 2 Construction of chamber for 100mm sluices valve item3 10 Nos

38.2 3rd Year Maintenance 40 13 km 69779.46 Excess(+) Full Conversion INR 2 Construction of chamber for 100mm sluices valve item3 10 Nos

38.3 4th Year Maintenance 41 13 km 111055.77 Excess(+) Full Conversion INR 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

38.4 5th Year Maintenance 42 13 km 140982.38 Excess(+) Full Conversion INR 4 Construction of chamber for 100mm sluice plates item5 10 Nos

39 Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 38.1 to 38.4 i.e. Rs.4788336.93 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. 43 Percentage 0.01 Excess(+) Full Conversion INR

Total in Figures 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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