Pradhan Mantri Gram Sadak Yojana Tender

Cutting of trees, including cutting of trunks,Branches and Removal of Stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Tecnical Specification Clause 201. A.Lead upto 100m. III. Girth above 900mm to 1800mm

Cutting of trees, including cutting of trunks,Branches and Removal of Stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Tecnical Specification Clause 201. A.Lead upto 100m. IV. Girth above 1800mm to 2700mm

Construction of embankment with approved materials obtained from borrow pits :- Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause . (i) Private land

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 required of Table 300.2 with lead upto 1000m as per technical specification clause. (a) Privet land

Excavation in Cutting in Soil by manual means with lead upto 50 m :- Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition)

Striping,Storing and Relaying Top Soil from Borrow areas in Agricultural fileds :- Striping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and relaying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels to the satisfaction of the farmer/land owner as per Technical Specification Clause 302.3.2.

(A) By mix in Place Method :- Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (I) For Grading II Material

Water Bound Mecadam Sub-Base/Base 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2(for Gr-II)/ density grading 3 (for Gr-III) as per Technical Specification Clause 405. Using Stone Screening: 3) Grading-III (A) By manual means

Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. i)Including Edge block/ Edge restraints

Trafic - Signs A. Retro- reflectorised Trafic Signs (1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801 (ii) 60cm equilateral triangle

Trafic - Signs A. Retro- reflectorised Trafic Signs (1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801 (iv)80cm x 60cm rectangular.

Kilometer Stone Reinforce cement concreter M15 grade kilometer 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 Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703. (iii) 200 m Stone (precast)

Painting lines, Dashes, Arrows etc. On Road in two coats on New Work Painting lines, dashes, arrows, etc. On roads in two coats on new work with ready mixed road marking paint conferming to IS:164 on bituminus/ 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

Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate will be welded with MS flat iron 25mm x 5mm x size on back on edge. The lower plate will be welded with MS angle iron 25mm x 25mm x 5mm. The anfle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The topmost dimond plate will be welded to middle plate by 47mm X 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tuube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1

Providing and fixing of typical informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate will be welded with MS flat iron 25mm x 5mm x size on back on edge. The lower plate will be welded with MS angle iron 25mm x 25mm x 5mm. The anfle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The topmost dimond plate will be welded to middle plate by 47mm X 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tuube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1 Rate as Per Analysis.......

Excavation for structures: Earth work in excavation for structures as per drawing and Technical specification clause 305.1 including setting out construction of shoring and bracing removal of stamps and other materials and disposals upto a lead of 50m dressing of sides and bottom and backfilling in trench with excavated suitable material. 1. Ordinary soil (i) upto 3m depth.

Bedding of pipes: Laying (First class) bedding on well compacted sand, moorum as per clause 1105(ii) (ii) Granular material

Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head Walls as per drawing and Technical specification clause 1109. a. with crushed stone I. Nominal mix PCC M10(Hand mix)

Brick masonry work in cement mortar in foundation concrete excluding pointing and plastering as per drawing and technical specificationClause no 600, 1202 and 1203 I. Brick masonry in 1:3 cement mortar

Providing and laying RCC pipe NP3 as per design in Single Row: Providing and laying RCC pipe NP3 for culverts on first class bedding of granular materials in single row including fixing collar with cement morter 1:2 but excluding excavation, protection work, backfilling, concrete works in head walls and parapets Clause 1106.