Tender For Short Term Maintenance Contract (Stmc) On Nh-717B For The Section From Km 20.340 (Rongli Bazaar) To Km 26.588 (Rongli Bypass End) And Upgradation Of Existing Road At Km 20.600 & Km 26.400 For Length Of 0.520 Km & 0.554 Km Of Rhenock- Menla
Tender Value
1.68 Crore
Estimated cost
Bid Submission
11 Aug 2026
19 days left
EMD
3.36 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
sikkim → Sikkim
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Short Term Maintenance Contract (Stmc) On Nh-717B For The Section From Km 20.340 (Rongli Bazaar) To Km 26.588 (Rongli Bypass End) And Upgradation Of Existing Road At Km 20.600 & Km 26.400 For Length Of 0.520 Km & 0.554 Km Of Rhenock- Menla Spur Under Jurisdiction Of Pmu-Rhenock, Nhidcl On Percentage Rate Contract Basis For Fy 2026-27 In The State Of Sikkim.
BOQ
| Sl. No. | Item Description |
| 1 | Part_A 60 Days from Monsoon Season |
| 2 | Tipper - 5 cum |
| 3 | Hydraulic Excavator of 1 Cum bucket and rock breaker attachment |
| 4 | Fron end Loader 1 cum bucket capacity |
| 5 | Mazdoor (for clreance of choked drains, culverts & other ancillary work) |
| 6 | Part_B 120 Days |
| 7 | Tipper - 5 cum |
| 8 | Fron end Loader 1 cum bucket capacity |
| 9 | Mazdoor (for clreance of choked drains, culverts & other ancillary work) |
| 10 | Pavement Work (Part_A) Pavement Work for (Km 0+000 to Km 0+554 = 554 RM Osty Point) and (Km 0+375 to Km 0+520 = 145 RM Rongali Bazer) Total 699 RM. |
| 11 | 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. (Thickness 250 mm) |
| 12 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 usingmechanical means.) |
| 13 | 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.) |
| 14 | (i) Normal Bituminous Surface |
| 15 | (ii) Granular Surface Treated with Primer |
| 16 | Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) (ii) for Grading II (19 mm nominal size) |
| 17 | Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)(i)Case-I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour . |
| 18 | Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coatsA Using Bitumen 60/70 grade(I) Case - I : Type A |
| 19 | Pavement Work (Part_B) Pavement Work for (20+400 to 20+750 = 350 RM) Total 350 RM. |
| 20 | 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. (Thickness 250 mm) |
| 21 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 usingmechanical means.) |
| 22 | 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.) |
| 23 | (i) Normal Bituminous Surface |
| 24 | (ii) Granular Surface Treated with Primer |
| 25 | Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) (ii) for Grading II (19 mm nominal size) |
| 26 | Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)(i)Case-I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour . |
| 27 | Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coatsA Using Bitumen 60/70 grade(I) Case - I : Type A |
| 28 | Gabion Wall |
| 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 | 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. |
| 31 | Geotextile |
| 32 | Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) |
| 33 | New Drain Work |
| 34 | M-15 Grade concrete Parapet Wall (Plum) complete as per drawing and technical specification |
| 35 | Land Slide Clearence in Soil (Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the designated place including drain Clearence) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysAug 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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