Public Works Roads Department Tender

Construction of Sub-grade and earthen shoulders Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.01. By Mechanical Means: Private Land

Construction of Granular Sub-base by providing coarse graded material, spreeding 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 (II) For Grading II Material

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibratory roller 8-10 tones in stages to proper grade and camber, applying and brooming screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. A) By Mamual Means: (III) WBM Grading-III :

Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification cl. 1504 (including of Edge restraint and carriage)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) 600 mm equilaterral triangle

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii) 600 mm Circular

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (v) 900 mm side octagon

Kilometer Stone Reinforced cement concrete M15 grade kilometer stone /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. ii) Ordinary Kilometer Stone (Precast)

Kilometer Stone Reinforced cement concrete M15 grade kilometer stone /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. ii) 200 meter Stone (Precast)

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top andmiddle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middleplate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts dulyembedded in cement concrete M-15 grade blocks of 450mm x 450mmx 600mm,600mm below ground level. The top most diamond plate will be welded to middleplate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stoveenameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in requiredshade and colour. All sections of framed posts andsteel tube will be painted withprimer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

RCC Guard Post. Supplying fitting and fixing RCC guard Post 150 mm long erected 75 cm above the ground and 75 cm below the ground with M-15 grade of cement concrete and required reinforcement tied in position with annealed black wire including centering moulding the top curing including painting concrete surface in 23 cm strips upto .0.75 m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc complete as per designed. i) 30 cm dia RCC guard Post with reinforcement of 6 nos. 12 mm dia TMT main steel bars and 6 mm TMT /MS stirrupt at 15 cm c/c.

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.

Utility Shifting

1.00 m x 1.00 m RCC Box Culvert Earth work in excavation for structures as per drawing and technical specifications, including setting out, construction of shoring and bracing removal of stumps and other deleterious mater, dressing of sides and bottom and back filling with approved material as per MORTH Clause No. 304. i. In Ordinary Soil (A) Mechnical Means Upto 3.00 m depth

Providing concrete for plain /reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203

Plain / Reinforced cement concrete, in substructure complete as per drawing and Technical Specification and steel shuttring form work as per clause 802,804,805,806,807,1202 and1204 B. With natural gravel IV. RCC M-25 Grade

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer : TATA/ SAIL/Essar Steel/Jindal Steel/Shyam Steel/RINL) in sub-structure complete as per drawing and technical specification clauses 1002, 1005, 1010 & 1202

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Providing and laying boulder apron lead in wire crates made width 4mm dia GI wire conforming to IS: 280 & IS:4836 in 100mm X 100mm mesh (Woven diagonally) including 10 percent extra for laps and joints laid with stone bolders weighing not less than 25kg each as per drawing and technical specification clause 1301.

2.00 m x 2.00 single cell RCC Box culvert Earth work in excavation for structures as per drawing and technical specifications, including setting out, construction of shoring and bracing removal of stumps and other deleterious mater, dressing of sides and bottom and back filling with approved material as per MORTH Clause No. 304. i. In Ordinary Soil A Mechnical Means I) Up to 3.00 m depth

Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 (i) Sand filling

Providing concrete for plain/Reinforced concrete in open foundation complete as per drawing and technical specifications clause 802. i) PCC grade M-10

Plain / Reinforced cement concrete, in substructure complete as per drawing and Technical Specification and steel shuttring form work as per clause 802,804,805,806,807,1202 and1204 (i) With natural gravel IV. RCC M-25 Grade

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer : TATA/ SAIL/Essar Steel/Jindal Steel/Shyam Steel/RINL) in sub-structure complete as per drawing and technical specification clauses 1002, 1005, 1010 & 1202

Providing and laying cement concrete wearing course M-30grade including reinforcement complete as per drawing and technical specification clause 800 (a) With natural gravel

Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8

Providing and laying boulder apron lead in wire crates made width 4mm dia GI wire conforming to IS: 280 & IS:4836 IN 100mm X 100mm mesh (Woven diagonally) including 10 percent extra for laps and joints laid with stone bolders weighing not less than 25kg each as per drawing and technical specification clause 1301.