Tender For Maintenance Work Of (I) Km 96.254 (Rishi Border) To Km 101.554 (Rhenock Charphatak) Of Nh- 717A And (Ii) Km 0.000 (Rhenock Charphatak) To Km 15.300 (Rongli Bazaar) Of Nh-717B, Total Length Of 20.600 Km, On Percentage Rate Contract Basis Fo
Tender Value
4.61 Crore
Estimated cost
Bid Submission
06 Nov 2026
5 days left
EMD
9.22 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
West District → Sikkim
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Maintenance Work Of (I) Km 96.254 (Rishi Border) To Km 101.554 (Rhenock Charphatak) Of Nh- 717A And (Ii) Km 0.000 (Rhenock Charphatak) To Km 15.300 (Rongli Bazaar) Of Nh-717B, Total Length Of 20.600 Km, On Percentage Rate Contract Basis For Fy 2026-27 In The State Of Sikkim.
BOQ
| Sl. No. | Item Description |
| 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 roadC.) MDRs, SHs, NHs, etc |
| 2 | For Rhenock Charphatak to Rongli (NH-717B) total length of 15.300 |
| 3 | Km 96.254 (Rishi border) to Km 101.554 (Rhenock Charphatak) |
| 4 | Pot HolesFilling 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 |
| 5 | Km 96.254 (Rishi border) to Km 101.554 (Rhenock Charphatak) |
| 6 | Pavement Work (i) For Rhenock Charphatak to Rongli (NH-717B) total length of 15.300 |
| 7 | 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. |
| 8 | 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)) |
| 9 | 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.) |
| 10 | (i) Normal Bituminous Surface |
| 11 | (iii) Granular Surface Treated with Primer |
| 12 | 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) |
| 13 | 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) |
| 14 | 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 |
| 15 | Earthen Shoulders Dressing (i) For Rhenock Charphatak to Rongli (NH-717B) total length of 15.300 |
| 16 | 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.) |
| 17 | Drain Clearance Work |
| 18 | For Rhenock Charphatak to Rongli (NH-717B) total length of 15.300 |
| 19 | Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) |
| 20 | Km 96.254 (Rishi border) to Km 101.554 (Rhenock Charphatak) |
| 21 | Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) |
| 22 | Drain (i) For Rhenock Charphatak to Rongli (NH-717B) total length of 15.300 |
| 23 | 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 soilA. Mechanical Means (i) upto 3 m depth |
| 24 | Construction of PCC Lined Drain (M-20) |
| 25 | Breast Wall (Gabion) (i) For Rhenock Charphatak to Rongli (NH-717B) total length of 15.300 |
| 26 | 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) |
| 27 | 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. |
| 28 | Breast Wall (Plum) (i) For Rhenock Charphatak to Rongli (NH-717B) total length of 15.300 |
| 29 | 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) |
| 30 | PCC grade M15 |
| 31 | 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. |
| 32 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 33 | Retaining Wall (Gabion) (i) For Rhenock Charphatak to Rongli (NH-717B) total length of 15.300 |
| 34 | 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) |
| 35 | 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. |
| 36 | Retaining Wall (Plum) (i) For Rhenock Charphatak to Rongli (NH-717B) total length of 15.300 |
| 37 | 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) |
| 38 | PCC grade M15 |
| 39 | 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. |
| 40 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 41 | Land slide Clearence |
| 42 | (i) For Rhenock Charphatak to Rongli (NH-717B) total length of 15.300 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 |
| 43 | i) Hydraulic Excavator of 1 Cum bucket and rock breaker |
| 44 | ii) Front End Loader 1Cum bucket capacity |
| 45 | iii) Tipper/ Dumper |
| 46 | (ii) Km 96.254 (Rishi border) to Km 101.554 (Rhenock Charphatak) 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 |
| 47 | i) Hydraulic Excavator of 1 Cum bucket and rock breaker |
| 48 | ii) Front End Loader 1Cum bucket capacity |
| 49 | iii) Tipper/ Dumper |
| 50 | Crash Barrier (i) For Rhenock Charphatak to Rongli (NH-717B) total length of 15.300 |
| 51 | Parapet (PCC Grade M15) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysNov 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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