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| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL 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.10.1) Jyoti Shah Sabhra Road to Harike Khalra Road, 2)Boparai Cheema Road to Bekhan Lakhwinder Singh . 3) Phirni of Village Sito Meh Jhuggian , 4) Abadi Gurbej Singh Narli, 5) Patti Chuslewar Road to Panchayat Colony Assal via Patti Khem Karan Road, 6) Harike Khalra Road to Sangwan Saido Road and Abadi Gurmukh Singh, 7) Ahmadpur Katcha Pacca Road to Abadi Harpal Singh, 8) Gurdwara Baba Butta Singh road to Dhariwal (Balance length) , 9) Harike Khalra Road to Abadi,10) Dubli Gharyala Road to Gurdwara Bhai Bachittar Singh (Balance Length) , 11) Thatha Burj Raike Road to Smadh Baba Khushal Dass, Abadi Amandeep Singh ,12) Patti Kot Budha Road to Abadi Joban Pehalwan, 13) Kulla Road to Abadi Subegh Singh via Abadi Gopal Singh ,14) Harike Marar Road to Tanki Mohalla Wali Phirni,15) Marar Road to House of Jaswant Singh at Harike ,16) Harike Khalra Road to Baba Sidam Mast Tower Mohla ,17) Old NH-54 to Shamshanghat ,18) Old NH-54 to Abadi Angrej Singh along Drain ,19) Harike Khalra Road to Abadi Gurbej Singh Padhari wale Booh,20) Kot Budha Dhumniwala Road to Sitonuebad including approach,21) Patti Tarn Taran road to Court Road via Water Works,22) Patti Tarn Taran road to Railway Crossing, 23) Kulla Chowk to DAV School Road Patti, 24) NH-54 (New) to Baba Mast. Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Work Name Item Code / Make Quantity Unit RateRs. 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 inRs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Dismantling brick edging in strengthening portion as per CSR item No.8.5(i) |
| 3 | Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one meter interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 meters lead complete as per technical (Full surface area will be measured for payment). CSR 24.10 |
| 4 | 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. CSR 6.2 (a) |
| 5 | 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. |
| 6 | 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) |
| 7 | 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 | 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 | 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 | 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 | 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 | 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 | 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 | 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 | 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. |
| 16 | Dismantling of Stone Pitching. CSR 8.2(a) |
| 17 | Relaying of recovered material obtained from dismantling of road crust. CSR 24.7 (labour rate only) |
| 18 | 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. |
| 19 | 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 |
| 20 | Providing, lowering in trenches of correct gradient and alignment, jointing with tyton rubber joint and cutting or RCC spigot and scokets pipes. RCC Pipes Class NP3 300mm i/d pipe CSR 29.46 C (e) |
| 21 | Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications CSR 24.41 (a) |
| 22 | Providing and laying factory made rubber moulded smooth finish cement concrete Channel M-20 grade 300mm wide and 75mm thick made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications CSR 24.42 |
| 23 | Constructing brick masonry road gully chambers as per standard drawings. Single road gully chamber Size 610mm x 457mm x 800mm CSR 29.63 A (a) |
| 24 | Providing & Fixing of road gully grating and frame Fixing and erecting the same in position to correct lines and levels in 1:2 cement sand mortar complete as per drawing /specifications and to the entire satisfaction of Engineer-in-Charge. Fibre Reinforced Road Gully grating & frame 600mmx450mm. CSR 29.49 (a) |
| 25 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications |
| 26 | Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications |
| 27 | 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). |
| 28 | 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. |
| 29 | 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 OGPC |
| 30 | Providing and laying bituminous concrete 30mm to 45mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications. |
| 31 | Dresing of Earth work as per CSR 6.3 (i) |
| 32 | Construction of 1.5 feet Hume Pipe culvert (24 feet formation width) complete in all respect. |
| 33 | Construction of Causeway complete in all respect. |
| 34 | Construction of Side Drain 1½ x 1½ complete in all respect. |
| 35 | Construction of Retaining Wall 6½' High complete in all respect. |
| 36 | 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 |
| 37 | 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. |
| 38 | 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 |
| 39 | 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 |
| 40 | 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 |
| 41 | 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 |
| 42 | 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 |
| 43 | 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 60 x 60 x 3.2mm 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) |
| 44 | Credit of Bricks Bats |
| 45 | Credit of Bricks |
| 46 | Provision of Videography of Road |
| 47 | Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 1 to 23 i.e. Rs.66262408.88 |
| 48 | Add Maintenance Cost |
| 49 | 2nd Year Mantenance |
| 50 | 3rd Year Maintenance |
| 51 | 4th Year Maintenance |
| 52 | 5th Year Maintenance |
| 53 | Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 46.1 to 46.4 i.e. Rs.5529053.08Note:- 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. Total in Figures 72509376.58 72509376.58 INR Seven Crore Twenty Five Lakh Nine Thousand Three Hundred & Seventy Six and Paise Fifty Eight Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
