Rural Works Department has published Tender For Construction Of Road From Kalyanpur Mangrhi Bandh To New Samaharnaly Via Nawadiha Dharmdiha (L-4.600 Km.). Submission Date for this Tender is 24-04-2024. Road Work Tenders in garhwa Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Clearing Grass and Removal of Rubbish Clearing Grass and Removal of Rubbish up to distance of 30m outside the periphery of the area as per technical Specifiction Clouse 201. By manual Means |
| 2 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) (By Mechanical Means In area of light jungle) |
| 3 | Compacting Orignal Ground Loosening Levelling and Compacting orignal ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per technical Specification Clouse 301.4.1 |
| 4 | Construction of Subgrade and Earthen Shoulders (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) |
| 5 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loding in tippers, triming bottom and side slopes, in accordance with requirments of lines, grades and cross - sections , and transporting to the embankmentlocation with a lift upto 1.50m and lead upto 1000m as per Technical Specification Clouse 302.3 |
| 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 structures graded and compacted to meet requirement of table 300-2) |
| 7 | Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading-IMaterial |
| 8 | Wet Mix Macadam Providing, laying spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixing material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compecting with vibratory roller to achieve the desired density. as per Technical Specifiction |
| 9 | Prime Coat (Low porosity) Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of grangular 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 Clouse 502 |
| 10 | Tack Coat (Granular surface ttreated with Primer) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25- Kg / sqm on thepreparedgrangular surface treated with primer & cleaned with Hydraulic broomas per Technical Specification Clouse 503 |
| 11 | Tack Coat (Bituminous Surface) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20- Kg / sqm on thepreparedgrangular surface treated with primer & cleaned with Hydraulic broomas per Technical Specification Clouse 503 |
| 12 | Providing and laying (BM) bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per Technical Specification Clause 504. |
| 13 | (BC)Bituminous Concrete (Providing and layingbituminous concrete with Higher capacity batch typeHMPhot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 % 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 MORTH & H specification clause No. 507 complete in all respects) with VG-30 Grade Bitumen. (ii) for Grading-II |
| 14 | Dry Lean Cement Concrete Sub- base 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 to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to 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. |
| 15 | Cement Concrete Pavement Construction ofun-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, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 |
| 16 | Kilometer Stone Reinforced cement concrete M-15 grade kilometer stone/local stone of standard design as per IRC 8 fixing in position including painting etc. as per drawing and Technical specification Clouse 1703 5th Kilometer Stone (precast) |
| 17 | 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 Kilometer stone (Precast) |
| 18 | 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) Hectometer stone (Precast) |
| 19 | Boundary Pillar Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting) |
| 20 | Road Markers/ Road Stud with Lense Reflector (Providing and fixing of Road Stud 100x100mm, dia cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphalitic 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 Part 4:1973) |
| 21 | 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. |
| 22 | 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) 60 mm Equilateral triangle |
| 23 | 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) 80 mm x 60 mm rectangular |
| 24 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) |
| 25 | Excavation for Structures (Earth 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (with manual means in ordinary soil & Depth upto 3m) |
| 26 | Sand filling Filling and foundation trenches as per drawing and Technical Specification Clouse 305.3.9 |
| 27 | Construction of dry rubble flooring at cross drainage works for relatively less important works.complete as per drawings and technical specifications |
| 28 | PCC Grade M15 in Foundation Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. |
| 29 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonary in C.M. 1:3 in foundation in Drain & in Retaining Wall |
| 30 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonary in C.M. 1:3 in substructure. in Drain & in Retaining Wall |
| 31 | CourseRubble Masonary (in cement mortar (1:4) in Foundation stone masonry work in cement mortar in foundation complete as per drawing and technical specification Clouse 702,704,1202 & 1203 |
| 32 | Course Rubble Masonary (in cement mortar (1:4) in Sub-Structure stone masonry work in cement mortar for substructure complete as per drawing and technical specification Clouse 702,704,1202 & 1203 |
| 33 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. (P.C.C. Grade M-15 in Coping) |
| 34 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications |
| 35 | 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 specifications |
| 36 | R.C.C. grade M-20 Plain/reinforced cement concrete in substructure complete as per drawing and technical specification Clouse 802,804,805,806,807,1202 & 1204 (for hight upto 5 m) |
| 37 | R.C.C. grade M-25 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (for hight upto 5 m) in Dack Slab |
| 38 | Wearing Course M-30 grade Providing and layingcement concrete wearing course M-30 grade including reainforcement complete as per drwingcomplete as per drawingand technical specification Clouse 800, and 1206.3 |
| 39 | Filler Joint Providing and fixing 20mm thick compressible fibre board in expansion joint completeas per drawingand technical specification |
| 40 | Cement concrete pipe NP-3 600 mm dia providing and laying reainforced cement concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection work, backfilling, concrete and masonry work in head wall and parapets Clouse 1106 |
| 41 | Supplying,fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 42 | Goods & Service Tax (G.S.T.) - |
| 43 | Labour Cess - |
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