Tender For Widening And Strengthening /Reconstruction Work Of Approach Road Of Jhariya Vihar Colony Belgariya (Palani More To Kali Mandir More) Via Phase-5 Upto Rani Road And Hari Mandir More To Phase-3 Boundary Wall (Length-2.8 Km) In Dhanbad Distri
Tender Value
12.01 Crore
Estimated cost
Bid Submission
09 Sep 2026
11 days left
EMD
12.02 Lakhs
Bank guarantee accepted
Document Fee
50000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dhanbad → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Widening And Strengthening /Reconstruction Work Of Approach Road Of Jhariya Vihar Colony Belgariya (Palani More To Kali Mandir More) Via Phase-5 Upto Rani Road And Hari Mandir More To Phase-3 Boundary Wall (Length-2.8 Km) In Dhanbad District On Deposit Basis
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 20-Aug-2026 | Milestone | Technical Bid | 09-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. |
| 2 | Cutting of trees, including removal of stumps and roots of trees Cutting of trees stacking of serviceble material with all lifts and leads. and Removal of stumps and roots including backfillinbg with suitable material to required compaction. Removal of stumps, roots, staking of serviceable material with all lifts and leads and earth filling in the depression/ pit.Girth from 300 mm to 600 mm |
| 3 | Cutting of trees, including removal of stumps and roots of trees Cutting of trees stacking of serviceble material with all lifts and leads. and Removal of stumps and roots including backfillinbg with suitable material to required compaction. Removal of stumps, roots, staking of serviceable material with all lifts and leads and earth filling in the depression/ pit.Girth from 600 mm to 900 mm |
| 4 | Cutting of trees, including removal of stumps and roots of trees Cutting of trees stacking of serviceble material with all lifts and leads. and Removal of stumps and roots including backfillinbg with suitable material to required compaction. Removal of stumps, roots, staking of serviceable material with all lifts and leads and earth filling in the depression/ pit.Girth from 900 mm to 1800 mm |
| 5 | Cutting of trees, including removal of stumps and roots of trees Cutting of trees stacking of serviceble material with all lifts and up to a lead of 1000 metres. Removal of stumps and roots including backfillinbg with suitable material to required compaction. Removal of stumps, roots, staking of serviceable material with all lifts up to a lead of 1000 metres and earth filling in the depression/ pit.Girth above 1800 mm |
| 6 | Removal of telephone/ Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department , disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately |
| 7 | Removal of Hand Pumps all complete job as per specification and direction of E/I |
| 8 | Dismantling of stone Masonry in cement mortar -do-do- all complete as per specification and direction of E/I(i) Masonary work |
| 9 | Dismantling of stone Masonry in cement mortar -do-do- all complete as per specification and direction of E/I (ii) PCC M15 and above |
| 10 | Dismantling of stone Masonry in cement mortar -do-do- all complete as per specification and direction of E/I(iii) RCC M20 and above |
| 11 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. |
| 12 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately |
| 13 | Excavation in Soil using Hydraulic Excavator and Tippers with Disposal Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m (including royality @ Rs. 27.48 per including(i) Ordinary soil |
| 14 | Construction of Embankment with Material Deposited from Roadway Cutting Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.Rate per cum after adding royalty@Rs 27.48/cum |
| 15 | Construction of Embankment with Material obtained from Borrow pits. Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. |
| 16 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. |
| 17 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.Rate per cum for grading-V Material |
| 18 | Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 19 | 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 of 0.60 kg/sqm using mechanical means. |
| 20 | Tack Coat on Bituminous surfacesProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per MORT&H specification 502 (5th revision) & as direction of E/I |
| 21 | Tack Coat on Granular surfaces treated with primerProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 22 | Dense graded Bituminous Macadam Grading-II with VG-30 Grade Bulk BitumenProviding and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total 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 MORT&H specification clause no. 505 complete in all respects with VG-30 Bulk bitumen. |
| 23 | Bituminous concrete Grading- II with VG-30 Grade Bulk BitumenProviding and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent 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 MORT&H specification clause no. 507 complete in all respects with VG-30 Bulk bitumen. |
| 24 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.(i) 90 cm Equilateral triangle |
| 25 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.(ii) 60 cm x 60 cm square |
| 26 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.(iii) 80 cm x 60 cm rectangular |
| 27 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.(iv) 60 cm x 45 cm rectangular |
| 28 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.(v) 60 cm Circular |
| 29 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.(vi) 90 cm high Octagonal |
| 30 | Direction and Place Identification Signs upto 0.9 sqm Size Board.(Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) |
| 31 | Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade)English and Roman (Hyphens and the like not to be measured and paid for) |
| 32 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) |
| 33 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)Ordinary kilometre stone (precast) |
| 34 | Road Delineators (Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.) |
| 35 | Road markers / Road stud with lense reflector (Providing an fixing of road stud 100 x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 |
| 36 | Type - A, \\"W\\" : Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) |
| 37 | Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC: 67)Truss and Vertical Support |
| 38 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsRCC Grade M20 |
| 39 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 40 | Fixing of reflective sheeting including all cost of materials and fitting charge complete works as per specification and direction of E/I. |
| 41 | E/W inexcavation of foundation trenches -do-do- all complete job as per specification and direction of E/I |
| 42 | Providing PCC M10 with nominal mix (1:3:6) in foundation -do-do- all complete as per specification and direction of E/I |
| 43 | Providing RCC M 20 in sub structure -do-do- all complete as per specification and direction of E/I |
| 44 | Providing RCC M 30 in sub structure -do-do- all complete as per specification and direction of E/I |
| 45 | HYSD bars in substructure |
| 46 | SFF M.S Grating made with 25 mm x 8 mm MS flats @ 25 mm c/c bothways fitted on 25x25x6 mm angle frame duly fixed in cover of drain with 4 nos. 75 long fish tailed clamp all complete job as per specification and direction of E/I |
| 47 | E/W in excavation of foundation trenches in hard soil -do-do-all complete job. |
| 48 | Providing PCC M15 with nominal mix (1:2:4) in foundation and plinth -do-do- all complete job |
| 49 | Providing PCC M15 with nominal mix (1:2:4) in sub-structure -do-do- all complete as per spn. and direction of W/I |
| 50 | Providing RCC M25 in deck slab -do-do- all complete job |
| 51 | Providing RCC M30 in wearing coat -do-do- all complete job |
| 52 | Providing PCC M20 in various part of structure -do-do- all complete job |
| 53 | Providing HYSD bars for RCC |
| 54 | Providing designation 75A B/W in c.m. (1:3) in foundation and plinth -do-do- all complete job. |
| 55 | Providing 12 mm thick plaster with c.m (1:3) -do-do- all complete job. |
| 56 | Providing painting two coats over new plastered surface -do-do- all complete job. |
| 57 | Providing granular filter media -do-do- all complete job. |
| 58 | Providing Tar Phelt Cushion under the deck slab -do-do- all complete job. |
| 59 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joints fo fixed ends of simply supported spans not exceeding 10.0 m to cater for a horizontal movement upto 20 mm covered with sealant complete as per drawing and technical specification. |
| 60 | Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6% bitumen by weight. |
| 61 | Numbering and writing the culvert no. etc. -do-do- all complerte job |
| 62 | Providing RDRR STONE MASONARY WITH C.M (1:3) in foundation -do-do- all complete job |
| 63 | Providing RDRR STONE MASONARY WITH C.M (1:3) in substructure -do-do- all complete job |
| 64 | Providing weep holes -do-do- all complete job Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 20, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 09, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 11 daysSep 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysTender Documents
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