Items - STMC for the section Rishi Border to Rhenock Charpatak of NH 717A and Rhenock Charpatak to Rongli Bazaar of NH 717 B NHIDCL on Percentage Rate Contract Basis for FY 2025 26 in the state of Sikkim
| Percentage BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| BoQ_Ver3.0 | Percentage | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, At Par, Excess (+), Less (-) | IOCL | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Tender Inviting Authority: ED(P) NHIDCL RO Gangtok | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of Work: Short Term Maintenance Contract (STMC) for the section (i) Km 96.254 (Rishi Border) to Km 101.554 (Rhenock Charpatak) of NH-717A, & (ii) Km 0.000 (Rhenock Charpatak) to Km 15.300 (Rongli Bazaar) of NH-717 B (total length of 20.600) under jurisdiction of PMU-Rhenock, NHIDCL on Percentage Rate Contract Basis for FY 2025-26 in the state of Sikkim | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Contract No: NHIDCL/PMU-Rhenock/NH-717A&NH717B/M&R/2025-26 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 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 ) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | Estimated Rate in 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 Without Taxes in Rs. P | TOTAL AMOUNT With Taxes | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
| 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 | 6 | 54 | 7 |
| 1 | Part-A: Km 96.254 Rishi Border to Km 101.554 Rhenock Charphatak of NH-717A | BI01010001010000000000000515BI0100001112 | 1 | Construction of chamber for 100mm sluices valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 1.1 | Clearing road side vegetation (brush wood mooli bamboos, overgrown grass including removal etc. along existing road side, and disposal of the cut bushes down hill side of the road formation. This jungle clearance should include minimum height of clearance of 4.5m from top of pavement on uphill side of the road including road shoulder and all the bushes on the shoulder and down hillside of the road C.) MDRs, SHs, NHs, etc | BI01010001010000000000000515BI0100001113 | 5.300 | KM | 8089.00 | Excess(+) | 1 | Full Conversion | INR | 42871.70 | 42871.70 | INR Forty Two Thousand Eight Hundred & Seventy One and Paise Seventy Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
| 2 | Pavement Work | BI01010001010000000000000515BI0100001114 | 1 | Construction of chamber for 100mm sluices valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 2.1 | Excavation in soil using Hydraulic Excavator & Tippers with Disposal upto 1000 meters. Excavation for roadwork's in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, In accordance with requirements of lines, grade and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 meter. | BI01010001010000000000000515BI0100001115 | 175.000 | CUM | 57.00 | Excess(+) | 1 | Full Conversion | INR | 9975.00 | 9975.00 | INR Nine Thousand Nine Hundred & Seventy Five Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
| 2.2 | Granular Sub-Base with Closed Graded Material (Table 400-1) by Mix in Place Method (Construction of granular sub Base by providing closed graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place methods with motivator at OMC and Compacting with vibratory roller to achieve the desired density, Completed as per clause 401) for Grading Material -III | BI01010001010000000000000515BI0100001116 | 140.000 | CUM | 2715.00 | Excess(+) | 1 | Full Conversion | INR | 380100.00 | 380100.00 | INR Three Lakh Eighty Thousand One Hundred Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
| 2.3 | Wet Mix Macadam (Providing, laying, speeding and compacting graded stone aggregate to Wet mix macadam specification including providing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying n uniform layers with paver in sub base/ base course on well prepared surface and compacting with vibratory roller to achieved the desired density. | BI01010001010000000000000515BI0100001117 | 175.000 | CUM | 2765.00 | Excess(+) | 1 | Full Conversion | INR | 483875.00 | 483875.00 | INR Four Lakh Eighty Three Thousand Eight Hundred & Seventy Five Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
| 2.4 | Prime coat (Providing and applying primer coat with bitumen emulsionon prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means (Medium Porosity)) | BI01010001010000000000000515BI0100001118 | 700.000 | SQM | 59.00 | Excess(+) | 1 | Full Conversion | INR | 41300.00 | 41300.00 | INR Forty One Thousand Three Hundred Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
| 2.5 | Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granularsurface cleaned with mechanical broom.) | BI01010001010000000000000515BI0100001119 | 1 | Construction of chamber for 100mm sluices valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 2.51 | Normal Bituminous Surface | BI01010001010000000000000515BI0100001120 | 700.000 | SQM | 15.00 | Excess(+) | 1 | Full Conversion | INR | 10500.00 | 10500.00 | INR Ten Thousand Five Hundred Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 2.52 | Granular Surface Treated with Primer | BI01010001010000000000000515BI0100001121 | 700.000 | SQM | 20.00 | Excess(+) | 1 | Full Conversion | INR | 14000.00 | 14000.00 | INR Fourteen Thousand Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 2.6 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with100-120 TPH batch type HMP producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control tothe 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.) (ii) for Grading II (19 mm nominal size) | BI01010001010000000000000515BI0100001122 | 49.000 | CUM | 10935.00 | Excess(+) | 1 | Full Conversion | INR | 535815.00 | 535815.00 | INR Five Lakh Thirty Five Thousand Eight Hundred & Fifteen Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 2.7 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6%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. 509 complete in all respects) Case-I Using Bitumen 60/70 grade (i) for Grading-I (13 mm nominal size) | BI01010001010000000000000515BI0100001123 | 28.000 | CUM | 12170.00 | Excess(+) | 1 | Full Conversion | INR | 340760.00 | 340760.00 | INR Three Lakh Forty Thousand Seven Hundred & Sixty Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 2.8 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. (Removal of all fiiled material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 503, back filling the pot holes with bituminous materail as per clause 504, compacting, trimming and finishing the surface to form a smooth continous surface, all as per clause 3004.2 (i) for grading I material | BI01010001010000000000000515BI0100001124 | 500.000 | SQM | 747.00 | Excess(+) | 1 | Full Conversion | INR | 373500.00 | 373500.00 | INR Three Lakh Seventy Three Thousand Five Hundred Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 3 | Earthen Shoulders Dressing | BI01010001010000000000000515BI0100001125 | 1 | Construction of chamber for 100mm sluices valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 3.1 | Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.) | BI01010001010000000000000515BI0100001126 | 100.000 | SQM | 68.00 | Excess(+) | 1 | Full Conversion | INR | 6800.00 | 6800.00 | INR Six Thousand Eight Hundred Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
| 4 | Drain Clearance Work | BI01010001010000000000000515BI0100001127 | 1 | Construction of chamber for 100mm sluices valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 4.1 | Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) | BI01010001010000000000000515BI0100001128 | 4700.000 | METER | 57.00 | Excess(+) | 1 | Full Conversion | INR | 267900.00 | 267900.00 | INR Two Lakh Sixty Seven Thousand Nine Hundred Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
| 5 | Drain | BI01010001010000000000000515BI0100001129 | 1 | Construction of chamber for 100mm sluices valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 5.1 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) 1. Ordinary soil A. Mechanical Means (i) upto 3 m depth | BI01010001010000000000000515BI0100001130 | 304.200 | CUM | 52.00 | Excess(+) | 1 | Full Conversion | INR | 15818.40 | 15818.40 | INR Fifteen Thousand Eight Hundred & Eighteen and Paise Forty Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 5.2 | Construction of PCC Lined Drain (M-20) | BI01010001010000000000000515BI0100001131 | 132.240 | CUM | 8801.00 | Excess(+) | 1 | Full Conversion | INR | 1163844.24 | 1163844.24 | INR Eleven Lakh Sixty Three Thousand Eight Hundred & Forty Four and Paise Twenty Four Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 6 | Gabion Wall | BI01010001010000000000000515BI0100001132 | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 6.1 | Excavation for Structure (earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of horing and bracing, removal of stumpsand other deleterious matter, dressing of sides and bottom and backfillingwith approved material.) (i) Ordinary soil Machnical means (Depth Up to 3m) | BI01010001010000000000000515BI0100001133 | 210.000 | CUM | 52.00 | Excess(+) | 1 | Full Conversion | INR | 10920.00 | 10920.00 | INR Ten Thousand Nine Hundred & Twenty Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 6.2 | Gabion Structure for Retaining earth (Providing and construction of a gabion structure for retaining earth with segments of wire cerate of Size 7mx3mx0.6m each divided into 1.5m compartments by cross netting, made from 4mm galvanized steel wire @ 32 kg per 10 Sqm having tensile strength of 300 MPA conforming to IS:260 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, Mesh size not exceeding 100X100mm filled with boulders with least dimension of 200mm, all loose ends to be tied with 4mm galvanized steel wire up to minimum height of 5 meter including backfilling. (working drawing attached as Annexure-II) | BI01010001010000000000000515BI0100001134 | 600.000 | CUM | 3509.00 | Excess(+) | 1 | Full Conversion | INR | 2105400.00 | 2105400.00 | INR Twenty One Lakh Five Thousand Four Hundred Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 7 | Breast Wall | BI01010001010000000000000515BI0100001135 | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 7.1 | Excavation for Structure (earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of horing and bracing, removal of stumpsand other deleterious matter, dressing of sides and bottom and backfillingwith approved material.) (i) Ordinary soil Machnical means (Depth Up to 3m) | BI01010001010000000000000515BI0100001136 | 288.000 | CUM | 52.00 | Excess(+) | 1 | Full Conversion | INR | 14976.00 | 14976.00 | INR Fourteen Thousand Nine Hundred & Seventy Six Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
| 7.2 | PCC grade M15 | BI01010001010000000000000515BI0100001137 | 12.600 | CUM | 7762.00 | Excess(+) | 1 | Full Conversion | INR | 97801.20 | 97801.20 | INR Ninety Seven Thousand Eight Hundred & One and Paise Twenty Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
| 7.3 | Providing & laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete. | BI01010001010000000000000515BI0100001138 | 260.000 | CUM | 5280.00 | Excess(+) | 1 | Full Conversion | INR | 1372800.00 | 1372800.00 | INR Thirteen Lakh Seventy Two Thousand Eight Hundred Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
| 7.4 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications | BI01010001010000000000000515BI0100001139 | 200.000 | CUM | 2389.00 | Excess(+) | 1 | Full Conversion | INR | 477800.00 | 477800.00 | INR Four Lakh Seventy Seven Thousand Eight Hundred Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
| 8 | Land slide Clearence Providing and supplying following equipments including driver, labour, loading/ unloading arrangements, fuel lubricants and attachment for maintenance work when required as per instruction of GM(P), PMU- Rhenock | BI01010001010000000000000515BI0100001140 | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 8.1 | Hydraulic Excavator of 1 Cum bucket and rock breaker | BI01010001010000000000000515BI0100001141 | 200.000 | HOURS | 1438.30 | Excess(+) | 1 | Full Conversion | INR | 287660.00 | 287660.00 | INR Two Lakh Eighty Seven Thousand Six Hundred & Sixty Only | ||||||||||||||||||||||||||||||||||||||||||
| 8.2 | Front End Loader 1Cum bucket capacity | BI01010001010000000000000515BI0100001142 | 200.000 | HOURS | 931.22 | Excess(+) | 1 | Full Conversion | INR | 186244.00 | 186244.00 | INR One Lakh Eighty Six Thousand Two Hundred & Forty Four Only | ||||||||||||||||||||||||||||||||||||||||||
| 8.3 | Tipper/ Dumper | BI01010001010000000000000515BI0100001143 | 200.000 | HOURS | 478.38 | Excess(+) | 1 | Full Conversion | INR | 95676.00 | 95676.00 | INR Ninety Five Thousand Six Hundred & Seventy Six Only | ||||||||||||||||||||||||||||||||||||||||||
| 9 | Crash Barrier | BI01010001010000000000000515BI0100001144 | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 9.1 | Parapet (M15) | BI01010001010000000000000515BI0100001145 | 27.000 | CUM | 7339.00 | Excess(+) | 1 | Full Conversion | INR | 198153.00 | 198153.00 | INR One Lakh Ninety Eight Thousand One Hundred & Fifty Three Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 10 | Part-B: Km 0.000 Rhenock Charphatak to Km 15.300 Rongli Bazar of NH-717B | BI01010001010000000000000515BI0100001146 | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 11 | Clearing road side vegetation (brush wood mooli bamboos, overgrown grass including removal etc. along existing road side, and disposal of the cut bushes down hill side of the road formation. This jungle clearance should include minimum height of clearance of 4.5m from top of pavement on uphill side of the road including road shoulder and all the bushes on the shoulder and down hillside of the road C.) MDRs, SHs, NHs, etc | BI01010001010000000000000515BI0100001147 | 15.300 | KM | 8089.00 | Excess(+) | 1 | Full Conversion | INR | 123761.70 | 123761.70 | INR One Lakh Twenty Three Thousand Seven Hundred & Sixty One and Paise Seventy Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 12 | Pavement Work | BI01010001010000000000000515BI0100001148 | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 12.1 | Excavation in soil using Hydraulic Excavator & Tippers with Disposal upto 1000 meters. Excavation for roadwork's in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, In accordance with requirements of lines, grade and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 meter. | BI01010001010000000000000515BI0100001149 | 218.750 | CUM | 57.00 | Excess(+) | 1 | Full Conversion | INR | 12468.75 | 12468.75 | INR Twelve Thousand Four Hundred & Sixty Eight and Paise Seventy Five Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 12.2 | Granular Sub-Base with Closed Graded Material (Table 400-1) by Mix in Place Method (Construction of granular sub Base by providing closed graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place methods with motivator at OMC and Compacting with vibratory roller to achieve the desired density, Completed as per clause 401) for Grading Material -III | BI01010001010000000000000515BI0100001150 | 175.000 | CUM | 2715.00 | Excess(+) | 1 | Full Conversion | INR | 475125.00 | 475125.00 | INR Four Lakh Seventy Five Thousand One Hundred & Twenty Five Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 12.3 | Wet Mix Macadam (Providing, laying, speeding and compacting graded stone aggregate to Wet mix macadam specification including providing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying n uniform layers with paver in sub base/ base course on well prepared surface and compacting with vibratory roller to achieved the desired density. | BI01010001010000000000000515BI0100001151 | 218.750 | CUM | 2765.00 | Excess(+) | 1 | Full Conversion | INR | 604843.75 | 604843.75 | INR Six Lakh Four Thousand Eight Hundred & Forty Three and Paise Seventy Five Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 12.4 | Prime coat (Providing and applying primer coat with bitumen emulsionon prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means (Medium Porosity)) | BI01010001010000000000000515BI0100001152 | 875.000 | SQM | 59.00 | Excess(+) | 1 | Full Conversion | INR | 51625.00 | 51625.00 | INR Fifty One Thousand Six Hundred & Twenty Five Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 12.5 | Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granularsurface cleaned with mechanical broom.) | BI01010001010000000000000515BI0100001153 | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 12.51 | Normal Bituminous Surface | BI01010001010000000000000515BI0100001154 | 875.000 | SQM | 15.00 | Excess(+) | 1 | Full Conversion | INR | 13125.00 | 13125.00 | INR Thirteen Thousand One Hundred & Twenty Five Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 12.52 | Granular Surface Treated with Primer | BI01010001010000000000000515BI0100001155 | 875.000 | SQM | 20.00 | Excess(+) | 1 | Full Conversion | INR | 17500.00 | 17500.00 | INR Seventeen Thousand Five Hundred Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 12.6 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with100-120 TPH batch type HMP producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control tothe 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.) | BI01010001010000000000000515BI0100001156 | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 12.61 | (ii) for Grading II (19 mm nominal size) | BI01010001010000000000000515BI0100001157 | 61.250 | CUM | 10935.00 | Excess(+) | 1 | Full Conversion | INR | 669768.75 | 669768.75 | INR Six Lakh Sixty Nine Thousand Seven Hundred & Sixty Eight and Paise Seventy Five Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
| 12.7 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6%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. 509 complete in all respects) Case-I Using Bitumen 60/70 grade | BI01010001010000000000000515BI0100001158 | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 12.71 | (i) for Grading-I (13 mm nominal size) | BI01010001010000000000000515BI0100001159 | 35.000 | CUM | 12170.00 | Excess(+) | 1 | Full Conversion | INR | 425950.00 | 425950.00 | INR Four Lakh Twenty Five Thousand Nine Hundred & Fifty Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
| 12.8 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. (Removal of all fiiled material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 503, back filling the pot holes with bituminous materail as per clause 504, compacting, trimming and finishing the surface to form a smooth continous surface, all as per clause 3004.2 (i) for grading I material | BI01010001010000000000000515BI0100001160 | 2000.000 | SQM | 747.00 | Excess(+) | 1 | Full Conversion | INR | 1494000.00 | 1494000.00 | INR Fourteen Lakh Ninety Four Thousand Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 13 | Earthen Shoulders Dressing | BI01010001010000000000000515BI0100001161 | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 13.1 | Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.) | BI01010001010000000000000515BI0100001162 | 400.000 | SQM | 68.00 | Excess(+) | 1 | Full Conversion | INR | 27200.00 | 27200.00 | INR Twenty Seven Thousand Two Hundred Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 14 | Drain Clearance Work | BI01010001010000000000000515BI0100001163 | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 14.1 | Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) | BI01010001010000000000000515BI0100001164 | 15300.000 | METER | 57.00 | Excess(+) | 1 | Full Conversion | INR | 872100.00 | 872100.00 | INR Eight Lakh Seventy Two Thousand One Hundred Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 15 | Drain | BI01010001010000000000000515BI0100001165 | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 15.1 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) 1. Ordinary soil A. Mechanical Means (i) upto 3 m depth | BI01010001010000000000000515BI0100001166 | 380.250 | CUM | 52.00 | Excess(+) | 1 | Full Conversion | INR | 19773.00 | 19773.00 | INR Nineteen Thousand Seven Hundred & Seventy Three Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 15.2 | Construction of PCC Lined Drain (M-20) | BI01010001010000000000000515BI0100001167 | 165.300 | CUM | 8801.00 | Excess(+) | 1 | Full Conversion | INR | 1454805.30 | 1454805.30 | INR Fourteen Lakh Fifty Four Thousand Eight Hundred & Five and Paise Thirty Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 16 | Gabion Wall | BI01010001010000000000000515BI0100001168 | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 16.1 | Excavation for Structure (earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of horing and bracing, removal of stumpsand other deleterious matter, dressing of sides and bottom and backfillingwith approved material.) (i) Ordinary soil Machnical means (Depth Up to 3m) | BI01010001010000000000000515BI0100001169 | 2100.000 | CUM | 52.00 | Excess(+) | 1 | Full Conversion | INR | 109200.00 | 109200.00 | INR One Lakh Nine Thousand Two Hundred Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 16.2 | Gabion Structure for Retaining earth (Providing and construction of a gabion structure for retaining earth with segments of wire cerate of Size 7mx3mx0.6m each divided into 1.5m compartments by cross netting, made from 4mm galvanized steel wire @ 32 kg per 10 Sqm having tensile strength of 300 MPA conforming to IS:260 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, Mesh size not exceeding 100X100mm filled with boulders with least dimension of 200mm, all loose ends to be tied with 4mm galvanized steel wire up to minimum height of 5 meter including backfilling. | BI01010001010000000000000515BI0100001170 | 6000.000 | CUM | 3509.00 | Excess(+) | 1 | Full Conversion | INR | 21054000.00 | 21054000.00 | INR Two Crore Ten Lakh Fifty Four Thousand Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 17 | Breast Wall | BI01010001010000000000000515BI0100001171 | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 17.1 | Excavation for Structure (earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of horing and bracing, removal of stumpsand other deleterious matter, dressing of sides and bottom and backfillingwith approved material.) (i) Ordinary soil Machnical means (Depth Up to 3m) | BI01010001010000000000000515BI0100001172 | 720.000 | CUM | 52.00 | Excess(+) | 1 | Full Conversion | INR | 37440.00 | 37440.00 | INR Thirty Seven Thousand Four Hundred & Forty Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 17.2 | PCC grade M15 | BI01010001010000000000000515BI0100001173 | 31.500 | CUM | 7762.00 | Excess(+) | 1 | Full Conversion | INR | 244503.00 | 244503.00 | INR Two Lakh Forty Four Thousand Five Hundred & Three Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 17.3 | Providing & laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete. | BI01010001010000000000000515BI0100001174 | 650.000 | CUM | 5280.00 | Excess(+) | 1 | Full Conversion | INR | 3432000.00 | 3432000.00 | INR Thirty Four Lakh Thirty Two Thousand Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 17.4 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications | BI01010001010000000000000515BI0100001175 | 500.000 | CUM | 2389.00 | Excess(+) | 1 | Full Conversion | INR | 1194500.00 | 1194500.00 | INR Eleven Lakh Ninety Four Thousand Five Hundred Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 18 | Retaining Wall | BI01010001010000000000000515BI0100001176 | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 18.1 | Excavation for Structure (earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of horing and bracing, removal of stumpsand other deleterious matter, dressing of sides and bottom and backfillingwith approved material.) (i) Ordinary soil Machnical means (Depth Up to 3m) | BI01010001010000000000000515BI0100001177 | 288.000 | CUM | 52.00 | Excess(+) | 1 | Full Conversion | INR | 14976.00 | 14976.00 | INR Fourteen Thousand Nine Hundred & Seventy Six Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 18.2 | PCC grade M15 | BI01010001010000000000000515BI0100001178 | 12.600 | CUM | 7762.00 | Excess(+) | 1 | Full Conversion | INR | 97801.20 | 97801.20 | INR Ninety Seven Thousand Eight Hundred & One and Paise Twenty Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 18.3 | Providing & laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete. | BI01010001010000000000000515BI0100001179 | 442.000 | CUM | 5280.00 | Excess(+) | 1 | Full Conversion | INR | 2333760.00 | 2333760.00 | INR Twenty Three Lakh Thirty Three Thousand Seven Hundred & Sixty Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 18.4 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications | BI01010001010000000000000515BI0100001180 | 340.000 | CUM | 2389.00 | Excess(+) | 1 | Full Conversion | INR | 812260.00 | 812260.00 | INR Eight Lakh Twelve Thousand Two Hundred & Sixty Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 19 | Land slide Clearence Providing and supplying following equipments including driver, labour, loading/ unloading arrangements, fuel lubricants and attachment for maintenance work when required as per instruction of GM(P), PMU- Rhenock | BI01010001010000000000000515BI0100001181 | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 19.1 | Hydraulic Excavator of 1 Cum bucket and rock breaker | BI01010001010000000000000515BI0100001182 | 720.000 | HOURS | 1438.30 | Excess(+) | 1 | Full Conversion | INR | 1035576.00 | 1035576.00 | INR Ten Lakh Thirty Five Thousand Five Hundred & Seventy Six Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 19.2 | Front End Loader 1Cum bucket capacity | BI01010001010000000000000515BI0100001183 | 1440.000 | HOURS | 931.22 | Excess(+) | 1 | Full Conversion | INR | 1340956.80 | 1340956.80 | INR Thirteen Lakh Forty Thousand Nine Hundred & Fifty Six and Paise Eighty Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 19.3 | Tipper/ Dumper | BI01010001010000000000000515BI0100001184 | 1440.000 | HOURS | 478.38 | Excess(+) | 1 | Full Conversion | INR | 688867.20 | 688867.20 | INR Six Lakh Eighty Eight Thousand Eight Hundred & Sixty Seven and Paise Twenty Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| 20 | Crash Barrier | BI01010001010000000000000515BI0100001185 | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 20.1 | Parapet (PCC Grade M15) | BI01010001010000000000000515BI0100001186 | 270.000 | Cum | 7339.00 | Excess(+) | 1 | Full Conversion | INR | 1981530.00 | 1981530.00 | INR Nineteen Lakh Eighty One Thousand Five Hundred & Thirty Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
| Total in Figures | 49173905.99 | 49173905.99 | INR Four Crore Ninety One Lakh Seventy Three Thousand Nine Hundred & Five and Paise Ninety Nine Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Figures | Select | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Words | INR Zero Only |
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