Items - Special repair through Short Term Maintenance Contract on Mungiakami - Champaknagar road section in various stretches (from km 422.000 to km 423.000, km 436.700 to km 437.500, km 437.750 to km 438.000
| Percentage BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| BoQ_Ver3.0 | Percentage | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, At Par, Excess (+), Less (-) | IOCL | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Tender Inviting Authority: NHIDCL | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of Work: Special repair through Short Term Maintenance Contract on Mungiakami - Champaknagar road section in various stretches (from km 422.000 to km 423.000, km 436.700 to km 437.500, km 437.750 to km 438.000, km 438.340 to km 443.000, km 444.000 to km 445.000, km 453.000 to km 455.000 (Total Length = 9.710 km) & road safety work from km 422.000 to 456+500 ( Length= 34.500 Km) in the state of Tripura in the FY 2025-26 on percentage and work order basis. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Contract No: NHIDCL/RO-Agt/T/S&R/Mungiakami-Champaknagar(Length-34.500Km/2025-26/770 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Bidder Name : | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 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 ) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | Estimated Rate Incl. 18% GST | 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 inclusive Taxes | TOTAL AMOUNT With Taxes | TOTAL AMOUNT In Words inclusive Taxes | ||||||||||||||||||||||||||||||||||
| 1 | 2 | 3 | 3 | 4 | 5 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | 20 | 21 | 22 | 23 | 24 | 25 | 26 | 27 | 28 | 29 | 30 | 31 | 32 | 33 | 34 | 35 | 36 | 37 | 38 | 39 | 40 | 41 | 42 | 43 | 44 | 45 | 46 | 47 | 48 | 49 | 50 | 51 | 52 | 53 | 6 | 7 |
| 1 | Clearing Grass and Removal of Rubbish : Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRT&H Technical Specification Clause 201. | 1.732 | Ha | 28638.70 | Excess(+) | 1 | Full Conversion | INR | 49602.23 | 49602.2 | INR Forty Nine Thousand Six Hundred & Two and Paise Twenty Only | |||||||||||||||||||||||||||||||||||||||||||
| 2 | Providing and laying dense graded bituminous macadam with 40-60 TPH batch type HMP producing an average output of 50 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 complete in all respects. Grading II (For layer thickness 50 - 75 mm) i. With Viscosity Graded Bitumen of VG-30. | 356.00 | cum | 17920.70 | Excess(+) | 1 | Full Conversion | INR | 6379769.20 | 6379769.2 | INR Sixty Three Lakh Seventy Nine Thousand Seven Hundred & Sixty Nine and Paise Twenty Only | |||||||||||||||||||||||||||||||||||||||||||
| 3 | Bituminous concrete, 30mm: Providing and laying bituminous concrete with 40-60 TPH batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 Percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Grading -II: With VG-30- 30mm thickness. | 681.15 | cum | 19696.0143 | Excess(+) | 1 | Full Conversion | INR | 13415940.14 | 13415940.1 | INR One Crore Thirty Four Lakh Fifteen Thousand Nine Hundred & Forty and Paise Ten Only | |||||||||||||||||||||||||||||||||||||||||||
| 4 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded 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 the desired density, complete as per MoRT&H Technical Specification Clause 401. (III)For Grading III Material | 778.00 | Cum | 6137.80 | Excess(+) | 1 | Full Conversion | INR | 4775208.40 | 4775208.4 | INR Forty Seven Lakh Seventy Five Thousand Two Hundred & Eight and Paise Forty Only | |||||||||||||||||||||||||||||||||||||||||||
| 5 | Wet Mix Macadam 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 carriage of mixed Material by tipper to site, laying in uniform layers with paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406. | 475.125 | cum | 6750.70 | Excess(+) | 1 | Full Conversion | INR | 3207426.34 | 3207426.3 | INR Thirty Two Lakh Seven Thousand Four Hundred & Twenty Six and Paise Thirty Only | |||||||||||||||||||||||||||||||||||||||||||
| 6 | Tack Coat: Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503. | 29825.00 | sqm | 17.30 | Excess(+) | 1 | Full Conversion | INR | 515972.50 | 515972.5 | INR Five Lakh Fifteen Thousand Nine Hundred & Seventy Two and Paise Fifty Only | |||||||||||||||||||||||||||||||||||||||||||
| 7 | Prime Coat: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502. | 7120.00 | sqm | 52.50 | Excess(+) | 1 | Full Conversion | INR | 373800.00 | 373800.0 | INR Three Lakh Seventy Three Thousand Eight Hundred Only | |||||||||||||||||||||||||||||||||||||||||||
| 8 | Providing and placing gunny/ polythene (of minimum wallthickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification. | 12000.00 | No. | 45.50 | Excess(+) | 1 | Full Conversion | INR | 546000.00 | 546000.0 | INR Five Lakh Forty Six Thousand Only | |||||||||||||||||||||||||||||||||||||||||||
| 9 | Road Markers/Road Stud with Lense Reflector: Providing and fixing of road stud 100 x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973. | 6785.00 | No. | 195.10 | Excess(+) | 1 | Full Conversion | INR | 1323753.50 | 1323753.5 | INR Thirteen Lakh Twenty Three Thousand Seven Hundred & Fifty Three and Paise Fifty Only | |||||||||||||||||||||||||||||||||||||||||||
| 10 | Road marking strips (retro-reflective) of specified shade/colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MoRT&H Technical Specification Clause 803. | 11717.60 | sqm | 721.90 | Excess(+) | 1 | Full Conversion | INR | 8458935.44 | 8458935.4 | INR Eighty Four Lakh Fifty Eight Thousand Nine Hundred & Thirty Five and Paise Forty Only | |||||||||||||||||||||||||||||||||||||||||||
| 11 | Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 7 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801. iii) with 600 mm circular (Speed Limit) | 80.00 | each | 3502.10 | Excess(+) | 1 | Full Conversion | INR | 280168.00 | 280168.0 | INR Two Lakh Eighty Thousand One Hundred & Sixty Eight Only | |||||||||||||||||||||||||||||||||||||||||||
| 12 | Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 7 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801. i) With 900 mm equilateral triangle | 170.00 | each | 3587.90 | Excess(+) | 1 | Full Conversion | INR | 609943.00 | 609943.0 | INR Six Lakh Nine Thousand Nine Hundred & Forty Three Only | |||||||||||||||||||||||||||||||||||||||||||
| 13 | White Washing of Parapet Walls of CD Work and Tree Trunks: White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRD technical specification Clause 1915. | 1200.00 | sqm | 23.70 | Excess(+) | 1 | Full Conversion | INR | 28440.00 | 28440.0 | INR Twenty Eight Thousand Four Hundred & Forty Only | |||||||||||||||||||||||||||||||||||||||||||
| 14 | Retro Reflective Tapes Providing and fixing retro-relectorised warning signs of red, white, yellow high quality retro-reflecting water proof sheeting tapes (45mx72mm) in width of standard specification and direction of the Engineer-in-charge. | 6000.00 | m | 13.70 | Excess(+) | 1 | Full Conversion | INR | 82200.00 | 82200.0 | INR Eighty Two Thousand Two Hundred Only | |||||||||||||||||||||||||||||||||||||||||||
| 15 | Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. | 210.00 | sqm | 469.10 | Excess(+) | 1 | Full Conversion | INR | 98511.00 | 98511.0 | INR Ninety Eight Thousand Five Hundred & Eleven Only | |||||||||||||||||||||||||||||||||||||||||||
| 16 | Fog Seal: Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing as per MoRT&H Technical Specification Clause 513. (i) Without blinding | 6650.00 | sqm | 64.90 | Excess(+) | 1 | Full Conversion | INR | 431585.00 | 431585.0 | INR Four Lakh Thirty One Thousand Five Hundred & Eighty Five Only | |||||||||||||||||||||||||||||||||||||||||||
| 17 | Single bamboo palasiding /walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @150mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5. (A) Driven at least 900mm below ground and 1200 mm above ground on average | 1400.00 | m | 1149.40 | Excess(+) | 1 | Full Conversion | INR | 1609160.00 | 1609160.0 | INR Sixteen Lakh Nine Thousand One Hundred & Sixty Only | |||||||||||||||||||||||||||||||||||||||||||
| 18 | Restoration of rain cuts: Restoration of raincuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300 mm width laying fresh material in layers not exeeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRT&H technical specification Clause 3002. | 3360.00 | cum | 298.10 | Excess(+) | 1 | Full Conversion | INR | 1001616.00 | 1001616.0 | INR Ten Lakh One Thousand Six Hundred & Sixteen Only | |||||||||||||||||||||||||||||||||||||||||||
| 19 | Kilometre Stone,Reinforced cement concrete M 15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing, etc. as per drawing and MoRT&H Technical Specification Clause 805. i. 5th kilometre stone (Precast) | 7.00 | each | 5807.00 | Excess(+) | 1 | Full Conversion | INR | 40649.00 | 40649.0 | INR Forty Thousand Six Hundred & Forty Nine Only | |||||||||||||||||||||||||||||||||||||||||||
| 20 | Kilometre Stone, Reinforced cement concrete M 15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing, etc. as per drawing and MoRT&H Technical Specification Clause 805. ii. Ordinary Kilometre stone (Precast) | 28.00 | each | 3634.10 | Excess(+) | 1 | Full Conversion | INR | 101754.80 | 101754.8 | INR One Lakh One Thousand Seven Hundred & Fifty Four and Paise Eighty Only | |||||||||||||||||||||||||||||||||||||||||||
| 21 | Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 7 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause Chevron Sign Board (500mm x 600 mm) | 130.00 | each | 4083.0343 | Excess(+) | 1 | Full Conversion | INR | 530794.46 | 530794.5 | INR Five Lakh Thirty Thousand Seven Hundred & Ninety Four and Paise Fifty Only | |||||||||||||||||||||||||||||||||||||||||||
| 22 | Construction of Subgrade and Earthen Shoulders : Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clauses of section 300. | 1650.50 | cum | 225.90 | Excess(+) | 1 | Full Conversion | INR | 372847.95 | 372848.0 | INR Three Lakh Seventy Two Thousand Eight Hundred & Forty Eight Only | |||||||||||||||||||||||||||||||||||||||||||
| 23 | Providing treatment and repair to pot holes/ ruts and any depth/ patch repair of all types of bitumen pavement complete as per Technical Specification Clause 3004.2 and as per direction of Engineer by using paving grade bitumen/ emulsion/ cold ready mix material. The job includes removal of all failed material, trimming of completed excavation to providing firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Clause no. 503 back filling the patch with bituminous material as per clause no. 509. Compacting trimming and finishing the surface to form a smooth continuous surface all as per Clause no. 3004.2 of Technical Specification. | 12.00 | Per month | 111799.50 | Excess(+) | 1 | Full Conversion | INR | 1341594.00 | 1341594.0 | INR Thirteen Lakh Forty One Thousand Five Hundred & Ninety Four Only | |||||||||||||||||||||||||||||||||||||||||||
| 24 | Tack Coat | 12.00 | Per month | 3273.30 | Excess(+) | 1 | Full Conversion | INR | 39279.60 | 39279.6 | INR Thirty Nine Thousand Two Hundred & Seventy Nine and Paise Sixty Only | |||||||||||||||||||||||||||||||||||||||||||
| Total in Figures | 45614950.56 | 45614951 | Four Crore Fifty Six Lakh Fourteen Thousand Nine Hundred & Fifty One Only | |||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Figures | Select | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Words | INR Zero Only |
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