Tender For Construction Of Road From Jilimtand To Nh-419 Via Via Harizan Tola In Duladih Panchayat (L-2.550 Km.)
Tender Value
2.68 Crore
Estimated cost
Bid Submission
15 Sep 2026
15 days left
EMD
5.37 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jamtara → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Road From Jilimtand To Nh-419 Via Via Harizan Tola In Duladih Panchayat (L-2.550 Km.)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 27-Aug-2026 | CORRIGENDUM | Other | 15-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish up to a distance of 30 meters outside the periohery of the area as per Technical Specification clause 201 . |
| 2 | Clearing and grubbing road land including uprooting wild vegetationgv, grass, bushesh, shurbs,sapling and trees of girth upto 300 mm removal of stumps of such trees cut earlier and disposal of unserviceable material and stacking of serviceable material to be used or auctioned , upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm thickness as per Technical Specification clause 201 . |
| 3 | Dismantling of existing structure like Culvets, bridges , Retaining wall and other structure comprising of masonary , Cement concrete, wood work , steel work including T &P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters. |
| 4 | Compacting Original ground Supporting Subgrade (Loosening of the ground a level of 500 mm below the sub-grade level , watered, graded and compacted in layers to meet requirement of Table 300-2for subgrade construction) |
| 5 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. |
| 6 | 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 structure graded and compacted to meet requirement of table 300.1 and 300.2 with lead upto 1000 m. |
| 7 | Excavation in Soil using Hydraulic excavator CK 90 and tippers with disposal upto 1000 m (Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers , trimming bottom and side slopes in according with requirements of lines , grades, and cross section and transporting to the embankment location within all lifts and lead upto 1000 m) |
| 8 | Construction of Granular Sub- base ( for grading -I Material) by providing close graded material, spreading in uniform layers with motor graded on prepared surface , mixing in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density . complete as per Technical Specicification |
| 9 | Providing laying, spreading and compacting stone graded stone aggregae to Wet Mix Macadam of 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 paver in Sub base / Base coarse on well prepared surface and Compacting with vibratory roller to achieve the desired density. |
| 10 | Prime Coat over WMM/WBM ( Providing and applying Prime Coat with SS1 grade Bitumen emulsion on prepared surface of Base Coarse including clearing of road surface and spraying primer at the rate of 0.70 Kg/sqm using mechanical means.) |
| 11 | Tack Coat on Granular Surface treated with Primer ( Providing and applying Tack Coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.25 Kg/sqm on the prepared bitumeneous surface cleaned with mechanical broom.) |
| 12 | Bituminous Macadam Grading - II with VG-30 Grdae packed Bitumen (Providing and laying Bituminous Macadam with higher higher capacity hot mix plant using crushed aggregate 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 clause 501.6 and 501.7 to achieve the desired compaction. |
| 13 | Tack Coat on Bituminous Surfaces Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the prepared granular surface treated with primer and clraned with Hydraulic broom complete as per Technical Specicification 503. |
| 14 | Semi Dense Bituminous Concrete (Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregate of specified grading premixed with bituminous binder@ 4.5 to 5.0percent of mix and filler, transporting the Hot mix to work site , laying with a hydrostatic paver finisher with Censor control to required grade, level and alignment, and rolling with smooth wheeled vibratory and Tendem to achieve the desired compaction as per Morth Specification clause no. 508 complete in all respect.) For Grading -II . |
| 15 | Construction of Dry Lean Cement Concrete sub- base over a prepared sub grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm , aggregate cement ratio not exceeding 15:1, aggregate gradation after blending to be as per table 600-1 , cement content not be less than 150 kg/cum , Optimum moisture content to be determined during trial length construction , Concrete strength not be less than 10 Mpa at 7 days , mixed in a batching plant , transported to site, laid with a paver with electronic sensor , Compacting with 8-10 tonnes vibratory roller, finishing and curing . |
| 16 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved , Curing of concrete slabs for 14 days) |
| 17 | Reinforced Cement Concrete M15 Grade Kilometer stone ofstandard design as per IRC: 8 - 1980, fixing in position including painting and printing etc. Ordinary Km post . |
| 18 | Providing and erecting direction and place identification Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) |
| 19 | Direction and place Identification Signs with size more than 0.90 sqm. Size board (Providing and erecting direction and place identification of retro- reflectorised sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) . |
| 20 | Providing and laying of hot applied thermoplastic Compound 2.5 mm thick. Including reflectorising glass beads @ 250 gm per sqm. area . |
| 21 | Supplying of Solar Raised Pavement Markers (Solar Stud) made of Polycarbonate molded body with cricular shape , solar powered, LED self illumination in active made , 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lense face in the passive mode. And complete as per direction of Engineer |
| 22 | Earthwork in excavation for Structure as per drawing and Technical Specification Clause 305.1 including setting out , Construction of shoring and bracing , removal of stumps and other deleterious material and and disposal upto lead of 50 m . |
| 23 | Providing and laying of Dry Rubble Flooring. All Complete as per drawing and Technical Specification . |
| 24 | Providing Plain/ Reinforced Cement Concrete in Open foundation complete as per drawing and Technical Specification. (PCC Grade M15) |
| 25 | Stone Masonary work in Cement Mortar in Foundation complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in foundation and Plinth . |
| 26 | Stone Masonary work in Cement Mortar in Foundation complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in Sub Structure. |
| 27 | Stone Masonary work in Cement Mortar in Foundation complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in foundation (first sort) |
| 28 | Stone Masonary work in Cement Mortar in Foundation complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in Sub Structure. |
| 29 | Providing Plain/ Reinforced Cement Concrete in top of wall / Sub Structure complete as per drawing and Technical Specification. (PCC Grade M15) |
| 30 | Pointing with cement mortar (1:3) on brick or stone masonary work complete as per drawing and Technical specification clauses 613.3 and 1204. |
| 31 | Plastering with cement mortar (1:3) 15 mm thick on brick or stone masonary work in sub structure complete as per drawing and Technical specification clauses 613.3 and 1204. |
| 32 | Providing Plain/ Reinforced Cement Concrete RCC M20 in Cover Slab / Sub Structure etc. Complete as per drawing and Technical Specification. |
| 33 | Supplying, Fitting and placing HYSD bar reinforcement. Complete as per drawing and Technical Specification. |
| 34 | Furnishing and placing Reinforced / Prestressed Cement Concrete in Super Structure Complete as per drawing and Technical Specification. (RCC Grade M25) in Deck Slab |
| 35 | Providing and laying Cement Concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification. |
| 36 | Providing weep Holes in Brick/ Stone masonary, Plain/ Reinforced concrete , Abutment, Wing wall, Return wall with 100 mm dia. AC pipe extending through the fullwidth of the structure with slope of 1:20 towards drawing face complete as per drawing and Technical specification clauses 614, 709, 1204.3.7 |
| 37 | Backfilling behind abutment, Wing walland Return wall with sandy of structure all Complete as per drawing and Technical specification . |
| 38 | Goods & Service Tax (G.S.T.) - |
| 39 | Labour Cess - Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 27, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 15, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 15 daysSep 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysTender Documents
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