Tender For construction Of Road From Hamren To Logpai Road ( Portion From Hamren To Langmekang ( Ch 0.00 M To Ch.5840.00M) Under Mukhaya Mantrir Pakipath construction Achani For The Year 2023-24
Tender Value
3.11 Crore
Estimated cost
Bid Submission
04 Sep 2026
11 days left
EMD
6.22 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
West Karbi Anglong → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for construction Of Road From Hamren To Logpai Road ( Portion From Hamren To Langmekang ( Ch 0.00 M To Ch.5840.00M) Under Mukhaya Mantrir Pakipath construction Achani For The Year 2023-24
BOQ
| Sl. No. | Item Description |
| 1 | Desciption of item |
| 2 | Dismantling Stone Masonry a per Technical Specification Clause 202.Dismantilling of existing structure Like Culvert , bridge , retaining walls and other strucrure comprising of stone masonary , including disposal of unserviceable materials and stacking the serviceable material and stacking the serviceable material with all lift and lead of 1000 m as per technical specification clause 202. As per ANNEXURE -A |
| 3 | Removing all type of hume pipes and stacking within a lead of 1000 m including earthwork and dismantiling of masonry works as per Technical specification Clause 202.(A) above 900 mm dia Hume Pipe |
| 4 | Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603 |
| 5 | Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with limit upto 1.5 m and lead upto 20 m as per clause 1603.2 (Manual means should be used be use where machines can not be deployed due to site condition) |
| 6 | Construction of embankment with approved material obtained from borrow pits with a lift upto required slope and compacting to meet required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical Specification Clause 301.5 I) Private land |
| 7 | Construction of Subgrade and earthen shoulder 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 with lead upto 1000 m as per Technical Specification Clause 303.1 i) Private land |
| 8 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material |
| 9 | Providing , laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading In uniform thickness,hand packing,rolling with smooth wheel roller 80-100kn in stages to preper grade and camber , applying and brooming , stone screening/binding materials to fill-up the interstices of coarse aggregate , watering and compacting to the required density grading 2 as per Technical specification Clause 405. A) By Manual Means |
| 10 | Providing , laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading In uniform thickness,hand packing,rolling with smooth wheel roller 80-100kn in stages to preper grade and camber , applying and brooming, stone screening to fill up the interstics of coarse aggregate , watering and compacting to the required density Grading 3 as per technical Specification Clause 405. A) By Manual means |
| 11 | Provinding and applying primer Coat with bitumen emulsion (SS-1) on prepare surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical specification clause 502 |
| 12 | Providing and applying tack coat with bitumen emulsion (RS-1) using distributor at the rate of 0.25to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503 |
| 13 | Semi-dense Bitumenous Concrete providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregate of specified grading , premixed with bituminious binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site , laying with hydrostatic paver finisiher with sensor control to the required grade level and alignment . rolling with smooth wheeled ,vibratory and tandom rollers ton achieve the desired compaction as per MoSRT&H cl no 508. comlete in all respect including carriage of mixed materials up to 10.0 km initial lead from mixing plant ) including cost of testing of materilas at site and laboratory as directed by the deptt.) with hydrate lime /cement as filler (refer table 500-9 of MoSRT&H specification ) for Grading II (10 mm nominal size) |
| 14 | Providing and fixing of typical PMGSY informatory sign boad with logo as per MORD specifications and drawing .Three MS Plates of 1.6 mm thick, Top and middle plate duly welded with MS Flat iron 25mm X 5 m size on back on edges . The lower plate will be welded with MS angle iron frame of 25mm x 25 mm x 5 mm the iron frame of middle plate will be welded to 2 nos 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 graded blocks of 450 mm X 450 mm x 600 mm below ground level . the top most diamond plate will be welled to middle plate by 47mm X47mm of 12 SWG steel plate tube.All M.S wii be stove enameled on both sides. Lettering and printing arrows .border etc,will be painted with ready mixed synthetic enamel paint of superior qualilty in required shade and colour .all sectios of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 15 | Providing and fixing of retro-reflectorised cautionary , mandatory and informationry sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a miled steel angle iron post 75 mm X 75 mm X 6 mm frimly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450mmX 450mm X 600 mm,600 mm below ground level as per drawings technical specification clause 801,(600 mm eqilateral tringle) |
| 16 | Providing and fixing of retro-reflectorised cautionary , mandatory and informationry sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a miled steel angle iron post 75mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cment concrete 450mm X 450mm X 600 mm, 600 mm below ground as per drawing and technical specification clause 801(600 mm circular) |
| 17 | Providing and fixing of retro-reflectorised cautionary , mandatory and informationry sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a miled steel angle iron post 75mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cment concrete 450mm X 450mm X 600 mm, 600 mm below ground as per drawing and technical specification clause 801(800x600 mm circular) |
| 18 | kilometre Stone Reinforcement cement concrete M15 grade kilometer stone /local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drwaing and technical specification clause 1703( 5th kilometer Stone ) |
| 19 | kilometre Stone Reinforcement cement concrete M15 grade kilometer stone /local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drwaing and technical specification clause 1703,(ordinary Kilometer stone (precast)) |
| 20 | kilometre Stone Reinforcement cement concrete M15 grade kilometer stone /local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drwaing and technical specification clause 1703,(200 m stone (precast)) |
| 21 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including refelectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied galss beads as per IRC:35N. The finished surface to be level unifrom and free from streaks and holes and conforming to the MoSrt&H Specifications Qnty : 2x 5840.00m x 0.10 m = 1168.00 sqm |
| 22 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 23 | PCC M10 (1:3:6 nominal mix ) in leveling course below open foundation of head walls as per drwaing and technical specification clause 1109 |
| 24 | Laying 1st class bedding on well compacted sand , moorum as per clause 115 II) Granular bedding |
| 25 | Brick masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100 (in prop 1:4) |
| 26 | Laying reinforced cement concrete pipe NP3 pipe for culverts on first class bedding of granular material in single row (B) 1000 mm dia |
| 27 | Plastering with cement morter 1:4, 15 mm thick on brickwork in sub structure as per technical specification i)Prop 1:4 |
| 28 | Earthwork in excavation of foundation of structure 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. I) Ordinary soil upto 3 m depth |
| 29 | PCC 1:3:6 in foundation (plain cement concrtete 1:3:6 nominal mix in founadtion with crushed stone aggregate 40 mm nominal size mechanicallly mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 30 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser i) RCC Grade M20 |
| 31 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser i) RCC Grade M20/Height upto 5m |
| 32 | Furnishing and placing Reinforced/prestressed cement concrete in supper-structure as per drawing and technical specification including steel shuttering formwork without Plasticiser /RCC Grade M20/Height upto 5 m |
| 33 | Supplying ,fitting and placing TMT IS :1786(Fe 500 ) bar reinforcement in sub- stucture complete as per drwaing and technical specification TMT-IS 1786(Fe-500D) Primary Producer (ISI approved) |
| 34 | 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 specification. |
| 35 | Drainage spouts complete as per drawing and technical specification |
| 36 | Back filling behind abutment , wing wall and return wall complete as per drawing and Technical specification Granular material |
| 37 | Dry rubble flooring,construction of dry rubble flooring at cross drainage works for relatively less imotant works |
| 38 | Providing and laying cement concrete weaing coat m-30 grade including reinforcement complete as per drawing and technocal specification |
| 39 | Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate true to line and grade , tolurence of vertical RCC Post not to exceed 1 in 500 centre to centre spacing between vertical posts for expansion ,complete as per approved drawing and technical specifications |
| 40 | Routine Maintenance of Constrution of road from Hamren to Logpai road ( Portion from Hamren to Langmekang ( Ch 0.00 m to ch.5840.00m) under Mukhaya Mantrir Pakipath Nirman Achani for the year 2023-24 |
| 41 | Routine Maintenance fir 1st year |
| 42 | Routine Maintenance fir 2nd year |
| 43 | Routine Maintenance fir 3rd year |
| 44 | Routine Maintenance fir 4th year Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysSep 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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