Tender For Construction Of Road From Krishna Prasad Golai To Adb Raod Via Lunchakro Pry. School Sakfara (Phase I )0 To 1.5Km
Tender Value
2.07 Crore
Estimated cost
Bid Submission
25 Sep 2026
11 days left
EMD
4.15 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Darjeeling → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of Road From Krishna Prasad Golai To Adb Raod Via Lunchakro Pry. School Sakfara (Phase I )0 To 1.5Km
BOQ
| Sl. No. | Item Description |
| 1 | SURFACE FINISH WORKSGranular Sub-Base with Graded Material (Table:- 400-1)Plant Mix Method :Construction of granular sub-base by providing graded material such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading spreading in uniform layers with motor grader on prepared surface, mixing by appropriate mechanical mixure (with controlled addition of water), and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 |
| 2 | Water Bound Macadam Sub BaseProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (Reference toMoRT&H's specification 404).(ii) Grading-I Aggregate Using Stone Screening Type B (11.2 mm) |
| 3 | (iii) Grading-II Aggregate ( Using Stone Screening Type B (11.2 mm) |
| 4 | Prime CoatProviding and applying primer coat with cationic bitumen emulsion SS1 grade conforming to IS:8887 on prepared porous granular surfaceincluding clearing of road surface and spraying primer using mechanical means (Reference to MORT&H's specification clause502). |
| 5 | Tack CoatProviding and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 using emulsion pressure distributor on the prepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503). |
| 6 | Open - Graded Premix SurfacingProviding, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen of approved grade 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 tandem or other approved type roller 8-10 tonne capacity, finished to required level and grades (Reference to MORT&H's specification clause 510). |
| 7 | Seal CoatProviding 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 coats (Reference to MORT&H's specification clause 511) |
| 8 | PROTECTIVE STRUCTUREEarth 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 (Reference to MORT&H's specification 304).. |
| 9 | Plum concrete workPlain cement concrete of nominal mix (1:3:6 ) with coarse aggregate of which stone boulder of size 225 mm to 150mm of 60% of total dry volume to be placed in position as directed by Eng-in charge ,67% - 40 mm down single &33% - 20 mm down bazri , Coarse Sand ,Cement ( 53 grade ) mechanically mixed in 1:3:6 of rest volume and placed in position and compacted by any means as directed including cost of shuttering |
| 10 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC/PVC/HDPC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 2706 & 2200). |
| 11 | Back filling behind abutment, wing wall and return wall complete including spriklring water andthroughly compacted with plate compactor/power rammer in layers not exceeding 150mm compactedthickness as per drawing and Technical Specification (710.1.4 of IRC:78 & MoRTH's specification 2200) . |
| 12 | 900M SURFACE DRAINAGE\\" V\\" Type drain 60cm wide andEarth work in excavation offoundation of structures as perdrawing and technical specification,including setting out, construction ofshoring and bracing, removal ofstumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (Reference to MORT&H's specification304). |
| 13 | Plain/Reinforced cement concrete in open foundation complete allincluding vibrating and compacting,finishing, curing, sampling, testingetc. as per drawing and TechnicalSpecifications (Reference toMORT&H's specifications 1500, 1700 & 2200). PCC Grade M15 |
| 14 | Dry Rubble Flooring Construction of dry rubble flooring(shall be laid closely on the preparedbase in one or more layers withappropriate bond) at cross drainageworks for relatively less important works (Reference to MORT&H's specification2506). |
| 15 | 600M Stone square box drain 30cm x 60cmEarth work in excavation of foundation of structures as perdrawing and technical specification,including setting out, construction ofshoring and bracing, removal ofstumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (Reference to MORT&H's specification304). |
| 16 | Plain/Reinforced cement concrete in open foundation complete allincluding vibrating and compacting,finishing, curing, sampling, testingetc. as per drawing and TechnicalSpecifications (Reference toMORT&H's specifications 1500, 1700 & 2200). PCC Grade M15 |
| 17 | Dry Rubble Flooring Construction of dry rubble flooring(shall be laid closely on the preparedbase in one or more layers withappropriate bond) at cross drainageworks for relatively less important works (Reference to MORT&H's specification2506). |
| 18 | HUME PIPE 1Construction of hume pipeof 1000mm dia, At CH. 0.990-1.200 kmEarth work in excavation offoundation of structures as per drawing and technical specification,including setting out, construction ofshoring and bracing, removal ofstumps and other deleterious matter,dressing of sides and bottom andbackfilling with approved material(Reference to MORT&H's specification304). |
| 19 | Back filling behind abutment, wingwall and return wall completeincluding spriklring water andthroughly compacted with platecompactor/power rammer in layersnot exceeding 150mm compactedthickness as per drawing andTechnical Specification (710.1.4 ofIRC:78 & MoRTH's specification 2200) |
| 20 | Plain cement concrete of 1:3:6nominal mix with crushed stoneaggregate 40 mm nominal maximumsize mechanically mixed, placed infoundation and compacted by vibration including curing for 14 days as per the requirements of MORT&H'sspecification 1704.3. |
| 21 | Plain/Reinforced cement concrete inopen foundation complete allincluding vibrating and compacting,finishing, curing, sampling, testingetc. as per drawing and TechnicalSpecifications (Reference toMORT&H's specifications 1500, 1700 &2200). PCC Grade M15 |
| 22 | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row |
| 23 | Boulder Apron Laid in Wire Crates Providing and laying of boulder apronlaid in wire crates made with 4mm diawire dia not less than 4mm GI wireconforming to IS: 280 & IS:4826 in100mm x 100mm mesh Mesh size notmore than 150mm (weaved diagonally)including 10 per cent extra for laps andjoints laid with stone boulders weighingnot less than 40 kg each ( Tensilestrength 300-450mpa, size of wire crates3.0mx1.50mx1.25 m) (Reference toMORT&H's specification 2503). |
| 24 | HUME PIPE 2Construction of hume pipeof 1000mm dia, At CH. 0.990-1.200 kmEarth work in excavation offoundation of structures as perdrawing and technical specification,including setting out, construction ofshoring and bracing, removal ofstumps and other deleterious matter,dressing of sides and bottom andbackfilling with approved material(Reference to MORT&H's specification304). |
| 25 | Back filling behind abutment, wingwall and return wall completeincluding spriklring water andthroughly compacted with platecompactor/power rammer in layersnot exceeding 150mm compactedthickness as per drawing andTechnical Specification (710.1.4 ofIRC:78 & MoRTH's specification 2200) |
| 26 | Plain cement concrete of 1:3:6nominal mix with crushed stoneaggregate 40 mm nominal maximumsize mechanically mixed, placed infoundation and compacted by vibration including curing for 14 days as per the requirements of MORT&H'sspecification 1704.3. |
| 27 | Plain/Reinforced cement concrete inopen foundation complete allincluding vibrating and compacting,finishing, curing, sampling, testingetc. as per drawing and TechnicalSpecifications (Reference toMORT&H's specifications 1500, 1700 &2200). PCC Grade M15 |
| 28 | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row |
| 29 | Back filling behind abutment, wingwall and return wall completeincluding spriklring water andthroughly compacted with platecompactor/power rammer in layersnot exceeding 150mm compactedthickness as per drawing andTechnical Specification (710.1.4 ofIRC:78 & MoRTH's specification 2200) |
| 30 | Construction of R.C.C. Slab culvertof span 1.5 mtr. At CH. 0.240-0.270 kmEarth work in excavation offoundation of structures as perdrawing and technical specification,including setting out, construction ofshoring and bracing, removal ofstumps and other deleterious matter,dressing of sides and bottom andbackfilling with approved material(Reference to MORT&H's specification304). |
| 31 | Plain cement concrete of 1:3:6nominal mix with crushed stoneaggregate 40 mm nominal maximumsize mechanically mixed, placed infoundation and compacted by vibration including curing for 14 days as per the requirements of MORT&H'sspecification 1704.3. |
| 32 | Stone masonry work in cementmortar 1:3 for foundation completeall including curing, sufficientlywetted before its laying etc. as perdrawing and TechnicalSpecifications(Reference to MORT&H'sspecifications 1400 & 2200) |
| 33 | Plain/Reinforced cement concrete insub-structure complete all includingvibrating and compacting, finishing,curing, sampling, testing etc. bymechanically mixed as per drawingand Technical Specifications(Reference to MORT&H's specifications1500, 1700 & 2200).RCC Grade M25, Case I- Using Concrete Mixer |
| 34 | Supplying, binding, fixing etc.including initial straightening, cuttingto requisite length, hooking andbending to correct shape, placing inproper postion of uncoated HYSDreinforcement bar in super-structurecomplete as per drawing and technicalspecifications (Reference to MORT&H'sspecification 1600) . |
| 35 | Stone masonry work in cementmortar 1:3 for substructure completeall including curing, sufficientlywetted before its laying etc. as perdrawing and TechnicalSpecifications(Reference to MORT&H's specifications1400 & 2200). |
| 36 | Providing weep holes in Brickmasonry/Plain/ Reinforced concreteabutment, wing wall/ return wallwith 100 mm dia AC/PVC/HDPC pipe,extending through the fullwidth of thestructure with slope of 1V :20Htowards drawing foce. Complete as perdrawing and Technical Specifications(Reference to MORT&H's specifications2706 & 2200). |
| 37 | Back filling behind abutment, wingwall and return wall completeincluding spriklring water andthroughly compacted with platecompactor/power rammer in layersnot exceeding 150mm compactedthickness as per drawing andTechnical Specification (710.1.4 ofIRC:78 & MoRTH's specification 2200) |
| 38 | Construction of R.C.C. Slab culvertof span 2 mtr. At CH. 1.350-1.380 kmEarthwork in excavation of foundation of structures as per drawing and technical specifications Clause 305.1 including setting out,removing,spreading or stacking of spoils within a lead of 150 m as directed and including trimming the sides of the trenches,levelling,dressing and ramming the bottom and backfilling with approved material complete as per direction of the Engineer-in-charge |
| 39 | Plain cement concrete of 1:3:6nominal mix with crushed stoneaggregate 40 mm nominal maximumsize mechanically mixed, placed infoundation and compacted by vibration including curing for 14 days as per the requirements of MORT&H's |
| 40 | Stone masonry work in cementmortar 1:3 for foundation completeall including curing, sufficientlywetted before its laying etc. as perdrawing and TechnicalSpecifications(Reference to MORT&H's |
| 41 | Plain/Reinforced cement concrete insub-structure complete all includingvibrating and compacting, finishing,curing, sampling, testing etc. bymechanically mixed as per drawingand Technical Specifications(Reference to MORT&H's specifications1500, 1700 & 2200).RCC Grade M25, Case I- Using Concrete Mixer |
| 42 | Supplying, binding, fixing etc.including initial straightening, cuttingto requisite length, hooking andbending to correct shape, placing inproper postion of uncoated HYSDreinforcement bar in super-structurecomplete as per drawing and technicalspecifications (Reference to MORT&H's |
| 43 | Stone masonry work in cementmortar 1:3 for foundation completeall including curing, sufficientlywetted before its laying etc. as perdrawing and TechnicalSpecifications(Reference to MORT&H's |
| 44 | Providing weep holes in Brickmasonry/Plain/ Reinforced concreteabutment, wing wall/ return wallwith 100 mm dia AC/PVC/HDPC pipe,extending through the fullwidth of thestructure with slope of 1V :20Htowards drawing foce. Complete as perdrawing and Technical Specifications(Reference to MORT&H's specifications2706 & 2200) |
| 45 | Back filling behind abutment, wingwall and return wall completeincluding spriklring water andthroughly compacted with platecompactor/power rammer in layersnot exceeding 150mm compactedthickness as per drawing and |
| 46 | Construction of R.C.C. Slab culvert of span 3 mtr. At CH. 0.840-0.870 kmEarthwork in excavation of foundation of structures as per drawing and technical specifications Clause 305.1 including setting out,removing,spreading or stacking of spoils within a lead of 150 m as directed and including trimming the sides of the trenches,levelling,dressing and ramming the bottom and backfilling with approved material complete as per direction of the Engineer-in-charge |
| 47 | Plain cement concrete of 1:3:6nominal mix with crushed stoneaggregate 40 mm nominal maximumsize mechanically mixed, placed infoundation and compacted by vibration including curing for 14 days as per the requirements of MORT&H's |
| 48 | Stone masonry work in cementmortar 1:3 for foundation completeall including curing, sufficientlywetted before its laying etc. as perdrawing and TechnicalSpecifications(Reference to MORT&H's |
| 49 | Plain/Reinforced cement concrete insub-structure complete all includingvibrating and compacting, finishing,curing, sampling, testing etc. bymechanically mixed as per drawingand Technical Specifications(Reference to MORT&H's specifications1500, 1700 & 2200).RCC Grade M25, Case I- Using Concrete Mixer |
| 50 | Supplying, binding, fixing etc.including initial straightening, cuttingto requisite length, hooking andbending to correct shape, placing inproper postion of uncoated HYSDreinforcement bar in super-structurecomplete as per drawing and technicalspecifications (Reference to MORT&H's |
| 51 | Stone masonry work in cementmortar 1:3 for foundation completeall including curing, sufficientlywetted before its laying etc. as perdrawing and TechnicalSpecifications(Reference to MORT&H's |
| 52 | Providing weep holes in Brickmasonry/Plain/ Reinforced concreteabutment, wing wall/ return wallwith 100 mm dia AC/PVC/HDPC pipe,extending through the fullwidth of thestructure with slope of 1V :20Htowards drawing foce. Complete as perdrawing and Technical Specifications(Reference to MORT&H's specifications |
| 53 | Boulder Apron Laid in Wire Crates Providing and laying of boulder apronlaid in wire crates made with 4mm diawire dia not less than 4mm GI wireconforming to IS: 280 & IS:4826 in100mm x 100mm mesh Mesh size notmore than 150mm (weaved diagonally)including 10 per cent extra for laps and |
| 54 | 18%GST Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysSep 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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