Items - Short Term Maintenance Contract for Restoration of Hill Slope from Km Ch. 161.120 to Km Ch. 161.220 at 4-laning of Dimapur-Kohima section (NH-29) in the state of Nagaland in FY 2025-26 Percentage Rate and work Order Basis
| Percentage BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| BoQ_Ver3.1 | Percentage | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, At Par, Excess (+), Less (-) | IOCL | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Tender Inviting Authority: RO-Kohima, NHIDCL | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of Work: “Short Term Maintenance Contract for Emergency restoration work on 4-lane Dimapur-Kohima section on NH-29 from Km 161+100 to Km 161+200 in the state of Nagaland in FY: 2025-26 (Percentage Rate and work Order Basis)” . | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Contract No: NHIDCL/RO-Kohima/DK-III/STMC/Corres/Vol-I/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 relevant 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 GST in Rs. P | TOTAL AMOUNT With Taxes | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
| 1 | 2 | 3 | 4 | 5 | 6 | 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 | 7 | 54 | 8 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed,upto a lead of 1000 m | BI01010001010000000000000515BI0100001124 | 6400.000 | Cum | 84.56 | Excess(+) | 1.00 | Full Conversion | INR | 541,184 | 541184.00 | INR Five Lakh Forty One Thousand One Hundred & Eighty Four Only | 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed,upto a lead of 1000 m | BI01010001010000000000000515BI0100001124 | 6400 | Cum | |||||||||||||||||||||||||||||||||||||
| 3 | Earth work in excavation in ordinary Rocks by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed,upto a lead of 1000 m | BI01010001010000000000000515BI0100001125 | 1000.000 | Cum | 163.48 | Excess(+) | 1.00 | Full Conversion | INR | 163,480 | 163480.00 | INR One Lakh Sixty Three Thousand Four Hundred & Eighty Only | 3 | Earth work in excavation in ordinary Rocks by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed,upto a lead of 1000 m | BI01010001010000000000000515BI0100001125 | 1000 | Cum | |||||||||||||||||||||||||||||||||||||
| 4 | Construction of embankment with material Deposited from Roadway cutting Construction of Embankment with approved material deposited at site from roadway cutting and excation from frain and foundation of other structures graded and compacted to meet the requirement of Table 300-3 | BI01010001010000000000000515BI0100001126 | 6400.000 | Cum | 80.80 | Excess(+) | 1.00 | Full Conversion | INR | 517,120 | 517120.00 | INR Five Lakh Seventeen Thousand One Hundred & Twenty Only | 4 | Construction of embankment with material Deposited from Roadway cutting Construction of Embankment with approved material deposited at site from roadway cutting and excation from frain and foundation of other structures graded and compacted to meet the requirement of Table 300-3 | BI01010001010000000000000515BI0100001126 | 6400 | Cum | |||||||||||||||||||||||||||||||||||||
| 5 | Construction of Embankment with approved material obtained from borrow pits with all lifts and leds, transporting to site, spreading, grading to required slope and compacting to meet the requirement of compaction using 8-10T vibratory Roller | BI01010001010000000000000515BI0100001127 | 34100.000 | Cum | 419.91 | Excess(+) | 1.00 | Full Conversion | INR | 14,318,931 | 14318931.00 | INR One Crore Forty Three Lakh Eighteen Thousand Nine Hundred & Thirty One Only | 5 | Construction of Embankment with approved material obtained from borrow pits with all lifts and leds, transporting to site, spreading, grading to required slope and compacting to meet the requirement of compaction using 8-10T vibratory Roller | BI01010001010000000000000515BI0100001127 | 34100 | Cum | |||||||||||||||||||||||||||||||||||||
| 6 | Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. | BI01010001010000000000000515BI0100001128 | 4800.000 | Sqm | 319.11 | Excess(+) | 1.00 | Full Conversion | INR | 1,531,728 | 1531728.00 | INR Fifteen Lakh Thirty One Thousand Seven Hundred & Twenty Eight Only | 6 | Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. | BI01010001010000000000000515BI0100001128 | 4800 | Sqm | |||||||||||||||||||||||||||||||||||||
| 7 | Providing & making of BIS cerified Gabion fascia box (TMS box) with 2m integrated tail of Size 3m(Length of Tail)x3m(Length of Box) x 1.0m(Height of unit) with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MoRT&H's 5 th revision clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zn +Polymer coated, Mesh wire diameter 2.70/3.70 mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in charge | BI01010001010000000000000515BI0100001129 | 2400.000 | Cum | 6119.82 | Excess(+) | 1.00 | Full Conversion | INR | 14,687,568 | 14687568.00 | INR One Crore Forty Six Lakh Eighty Seven Thousand Five Hundred & Sixty Eight Only | 7 | Providing & making of BIS cerified Gabion fascia box (TMS box) with 2m integrated tail of Size 3m(Length of Tail)x3m(Length of Box) x 1.0m(Height of unit) with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MoRT&H's 5 th revision clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zn +Polymer coated, Mesh wire diameter 2.70/3.70 mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in charge | BI01010001010000000000000515BI0100001129 | 2400 | Cum | |||||||||||||||||||||||||||||||||||||
| 8 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating with Minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius corresponding to 12 % strain. UG 100 | BI01010001010000000000000515BI0100001130 | 7875.000 | Sqm | 427.68 | Excess(+) | 1.00 | Full Conversion | INR | 3,367,980 | 3367980.00 | INR Thirty Three Lakh Sixty Seven Thousand Nine Hundred & Eighty Only | 8 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating with Minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius corresponding to 12 % strain. UG 100 | BI01010001010000000000000515BI0100001130 | 7875 | Sqm | |||||||||||||||||||||||||||||||||||||
| 9 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating with Minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius corresponding to 12 % strain. UG 200 | BI01010001010000000000000515BI0100001131 | 14700.000 | Sqm | 614.55 | Excess(+) | 1.00 | Full Conversion | INR | 9,033,885 | 9033885.00 | INR Ninety Lakh Thirty Three Thousand Eight Hundred & Eighty Five Only | 9 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating with Minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius corresponding to 12 % strain. UG 200 | BI01010001010000000000000515BI0100001131 | 14700 | Sqm | |||||||||||||||||||||||||||||||||||||
| 10 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating with Minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius corresponding to 12 % strain. UG 300 | BI01010001010000000000000515BI0100001132 | 3150.000 | Sqm | 698.57 | Excess(+) | 1.00 | Full Conversion | INR | 2,200,496 | 2200496.00 | INR Twenty Two Lakh Four Hundred & Ninety Six Only | 10 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating with Minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius corresponding to 12 % strain. UG 300 | BI01010001010000000000000515BI0100001132 | 3150 | Sqm | |||||||||||||||||||||||||||||||||||||
| 11 | Perforated PVC Pipe 100 mm internal dia. (Class 3), Working pressure: 6 kgf/cm² Conforming to IS 4985:2000 Spacing @10m c/c along the RS wall | BI01010001010000000000000515BI0100001133 | 504.000 | m | 2398.57 | Excess(+) | 1.00 | Full Conversion | INR | 1,208,879 | 1208879.00 | INR Twelve Lakh Eight Thousand Eight Hundred & Seventy Nine Only | 11 | Perforated PVC Pipe 100 mm internal dia. (Class 3), Working pressure: 6 kgf/cm² Conforming to IS 4985:2000 Spacing @10m c/c along the RS wall | BI01010001010000000000000515BI0100001133 | 504 | m | |||||||||||||||||||||||||||||||||||||
| 12 | Supplying &laying of drainage composite for use behind walls, between two different fills,alongside drains of road,below concreteining of canals etc. Geocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers.The draining three dimensional core will have a "'W" configuration as longtudinal parallel channels. Minimum thickness to be 7.2 mm. with two filtering W stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75 mm charecteristic opening size (090) of 110 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer,geocomposite having in plane flow capacity oi 2.1 L I (m.s) at hydraulic grad ent of 1.0 & 20 kPa pressure and tensile strength of 18 kN/m .with mass per unit area of 740 gsm, suppied inthe form of roll for easy transportation to site of work as per detailed specification all compete as per directions of Engineer in charge. | BI01010001010000000000000515BI0100001134 | 10000.000 | Sqm | 916.79 | Excess(+) | 1.00 | Full Conversion | INR | 9,167,900 | 9167900.00 | INR Ninety One Lakh Sixty Seven Thousand Nine Hundred Only | 12 | Supplying &laying of drainage composite for use behind walls, between two different fills,alongside drains of road,below concreteining of canals etc. Geocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers.The draining three dimensional core will have a "'W" configuration as longtudinal parallel channels. Minimum thickness to be 7.2 mm. with two filtering W stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75 mm charecteristic opening size (090) of 110 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer,geocomposite having in plane flow capacity oi 2.1 L I (m.s) at hydraulic grad ent of 1.0 & 20 kPa pressure and tensile strength of 18 kN/m .with mass per unit area of 740 gsm, suppied inthe form of roll for easy transportation to site of work as per detailed specification all compete as per directions of Engineer in charge. | BI01010001010000000000000515BI0100001134 | 10000 | Sqm | |||||||||||||||||||||||||||||||||||||
| 13 | Providing and fixing 32mm diameter 6/8 m long steel rock bolts(SDA) including drilling 51 mm dia holes,plates,nuts,cement grout,cost of all materials,machinery,labour,ventilation,lighting,drainage and other ancillary operations etc.complete as per drawing and technical specifications. | BI01010001010000000000000515BI0100001135 | 5600.000 | M | 5386.25 | Excess(+) | 1.00 | Full Conversion | INR | 30,163,000 | 30163000.00 | INR Three Crore One Lakh Sixty Three Thousand Only | 13 | Providing and fixing 32mm diameter 6/8 m long steel rock bolts(SDA) including drilling 51 mm dia holes,plates,nuts,cement grout,cost of all materials,machinery,labour,ventilation,lighting,drainage and other ancillary operations etc.complete as per drawing and technical specifications. | BI01010001010000000000000515BI0100001135 | 5600 | M | |||||||||||||||||||||||||||||||||||||
| 14 | PCC rectangular drain over top of the slope 0.5m x 0.5m internal dimensions including required PCC and shuttering (PCC M 20) | BI01010001010000000000000515BI0100001178 | 21.000 | Cum | 9940.71 | Excess(+) | 1.00 | Full Conversion | INR | 208,755 | 208755.00 | INR Two Lakh Eight Thousand Seven Hundred & Fifty Five Only | 14 | PCC rectangular drain over top of the slope 0.5m x 0.5m internal dimensions including required PCC and shuttering (PCC M 20) | BI01010001010000000000000515BI0100001178 | 21 | Cum | |||||||||||||||||||||||||||||||||||||
| Total in Figures | BI01010001010000000000000515BI0100001196 | Excess(+) | 1.00 | Full Conversion | INR | 87,110,906 | 87110906.00 | INR Eight Crore Seventy One Lakh Ten Thousand Nine Hundred & Six Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Figures | Select | - | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Words | INR Zero Only |
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