Public Works Department-PWD has published Construction & Maintenance Of Road From Limber To Babgail (Balance Work) Stage 2Nd, Length 1.800 Kms, Pmgsy Division Uri. Submission Date for this Tender is 07-05-2024. Road Repair Tenders in boniyar Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Pavement |
| 2 | GSB. Granular sub-base course with local material(Table 400.13) by mix in place methode normal construction of granular sub base by providing local Nallaha/Quarry material spreading in uniform layers with motor grader on preprade surface mixing by mix in place mehode with rotavator of OMC and compacting with smooth wheel roller to achieve the desierd density,complete as per tecnical speacification clause 408 using naturally occuring gravel including cost and carriage of all materials from approved source to site of work with all leads and lifs,loading and unloading,stacking and octria(Finished work to be masered. |
| 3 | G-III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 4 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 Kgs per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MORD technical specifications clause 503.,including cost and carriage of material from source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete) |
| 5 | Providing & laying Bituminous macadam, 50 mm thick, with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site including all leads,liftsf, laid over a previously prepared surface with paver finisher to the required grade, level & alignment and rolled to achieve the desired compaction as per MORD technical Specification Clause 504,including cost and carriage of material from source to site of work, with all leads, lifts, loading, unloading and octori. (Finished work to be measured, complete) |
| 6 | Providing, laying & rolling (by mechanical means) of 20mm thick open graded premix carpet, using bitumen (viscosity grade in accordence with IRC 111-2009 with modified waste plastic shall complie with IS-73 for viscosity graded paving bitumin or emulsion, to required line ,grade level, to serve as wearing course on perviously prepared base, including mixing in a suitable plant, using bitumen content not less than 3.96% plus plastic waste 0.34% laying & rolling with a three wheel 80-100 KN Static Roller capacity, finished to required level & grades as per IRC Technical specification includinng cost and carriage of material from source to site of work, with all leads, lifts, loading, unloading and octori.(finished work to be measured,complete). |
| 7 | Providing and laying 6mm. seal coat ( by mechanical means) sealing the voids in a bituminioussurface laid to the specified levels grade and cross fall usingType B, bitumen(S-90) as per MORD technical specification Clause 510. including cost and carriage of meterials from source to site of work, with all leads, lifts, loading unloading and octrio. (Finishedwork tobe measured, complete) |
| 8 | Construction of sub grade and earthen shoulders with approved material obtained from barrow pits with alllifts and leads , transporting to site , spreading , grading to required slope and compacted to meet requirement of table 300.20. With a desired lead as per MORD technical specifications clause.303.1.including cost and carriage of material from approved source to site of work, with loading, unloading and octori. (Finished work to be measured, complete) |
| 9 | Cement Concrete Wall |
| 10 | Earth work excavation in ordinary soil for foundations of structures upto required depth as per drawing and MORD technical specification clause 305.1 including setting out construction of shoring/bracing,dewatering removal of stumps and other deleterious meterial, up tp required lead dressing of sides and bottom and back filling in trunching with excavated suitable meterial. |
| 11 | Providing and laying plain/ reinforced cement concrete including cost of formwork, with M-15 grade as per drawing and technical specifications clause 802, 803, 1202 & 1203/including all carriages, leads, lifts and form work costs complete.(Finished work to be measured, complete.) |
| 12 | Crate Protection Work |
| 13 | Earth work excavation in ordinary soil for foundations of structures upto required depth as per drawing and MORD technical specification clause 305.1 including setting out construction of shoring/bracing,dewatering removal of stumps and other deleterious meterial, up tp required lead dressing of sides and bottom and back filling in trunching with excavated suitable meterial. |
| 14 | Providing and laying Boulder appron laid in wire crates with 4mm dia black anealed wire conforming to 1S;280, and IS;4826, in 100mmx100mm mesh wooven diagonally incl.10% extra for laps and joints laid with stone boulders weighing not less 25Kgs each as per drawing and technical specifications Clause 1301. incl carriage of al meterials from source to site with all leads, lifts, loading unloading, and octrio. ( Finished work to be measured) |
| 15 | Back filling behind abutment, wing wall and return wall complete as per drawing and MORD technical specification clause 1204.3.8 (Granular material), incl.carriage ofmaterial (available at site)from ordinary rock cutting with all leads, lifts, loadingin |
| 16 | hill side drain |
| 17 | Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1 |
| 18 | Road Furniture |
| 19 | Providing and fixing of Typical PMGSY informatory sign board with logo as per MORD specification and drawing.Three MS plates of 1.6mm thick , top and middle plate duly welded with MS flat iron 25mmx5mm size on edges The lower plate will be welded with MS angle iron frame of 25x25x5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded o 2 No. 75x75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450x450x600 mm , 600mm below ground level. the topmost diamond plate will be welded to middle plate by 47x47 mm of SWG steel plate tube .All MS will be stove enameled on both sides. Lettering and printing arrows border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections 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. (Fig No.2 ). |
| 20 | Providing and fixing of Citizens" Information Boardas per drawing and MORD technical specification Clause 1700.2 (Fig 1/A) |
| 21 | Providing and fixing of retro-reflectorised cautionary mandatory and informatory signs as per IRC:67 made of encapsulated lens type reflective sheetingVide clause 1701.2.3 fixed over alumonium sheeting, 1.5mm thick supported on a mild steel angle iron posts 75mmx75mmx6mm firmly fixed to the ground by means of properly designed fuondation with M-15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawing and technical specification Clause 801. |
| 22 | Reinforced cement concrete M-15 grade kilometer stones / local stone of standard design as per IRC : 8 fixing in position including painting and printing , etc.as per Drawing and technical specification Clause 1703. |
| 23 | Reinforced cement concrete M-15 grade kilometer stones / local stone of standard design as per IRC : 8 fixing in position including painting and printing , etc.as per Drawing and technical specification Clause 1703. 200 m stone (precast) |
| 24 | Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 25 | Total Construction cost |
| 26 | Maintenance for five years |
| 27 | 1st year |
| 28 | 2nd year |
| 29 | 3rd year |
| 30 | 4th year |
| 31 | 5th year |
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