Pradhan Mantri Gram Sadak Yojana Tender

(A) By mix in place Method: Construction of granular sub-base by providing well graded materials, 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 Material (Gr. -1

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific size to WBM specification including In uniform thickness, hand packing rolling with three wheeler 80-100KN static roller in stages to proper grade and camber applying and brooming, crushable screening/binding materals to fill up the stices of coarse aggregate watering and compacting to the required density grading -1 as per Technical Specification Clause-405 Hand Broken matel from blasted boulder. Using stone screening. 2) Grading -II (A) By manual means

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific size to WBM specification including In uniform thickness, hand packing rolling with three wheeler 80-100KN static roller in stages to proper grade and camber applying and brooming, crushable screening/binding materals to fill up the stices of coarse aggregate watering and compacting to the required density grading -1 as per Technical Specification Clause-405 Hand Broken matel from blasted boulder. Using stone screening. 3) W.B.M. Grade-III (A) By manual means

Prime Coat : (1) Low porosity (SS-1): Providingand applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00 kg/sqm using mechanical means as per Technical clause 502

Tack Coat(III) :- Providing and applying tack coat with bitumen emulsion (RS-01) using emulsion distributor at the of 0.25-0.30 kg/sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical specification clause 503.

20mm thich open graded premix carpet using bituminous (penetration grade/modified bitumen) binder : Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregate using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plants, laying and rolling with a three wheeler 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification clause 508. Case-I By manual means (I) Bitumen (S-90)

Seal Coat: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C as per Technical specificationclause 510 Case-III Type-c (I) Bitumen (S-90)

Construction of Unlined Surface drain of average cross-sectional area 0.40 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification clause 307. Excavated materials to be usedin embankment at site. Case A By Manual means.

Traffic signs: Rectro-reflectorised Trafic sign (I) Providing and fixing of rectro-refletorised cautionary,mandatory and informatory signas per IRC:67 made ofencapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminiuam sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical Specification clause 801. (ii) 60cm equilateral triangle.

Kilometer stone reinforce cement concrete M 15 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. (i) 5 Km stone

Kilometer stone reinforce cement concrete M 15 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 concrete M 15 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) 200 m stone (precast)

Providing & fixing 'Logo' of PMGSY Project : Providing and fixing of typical PMGSY informatory sign board with logo as per MORD spcifications and drawing three M.S plates of 1.6mm thick, ttop and middle plate duly welded with MS flat iron 25mmx 5mm size on back on edge. The lower plate will be welded with MS angle iron frame of 25mmx 25mmx 5mm.The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mmx75mm of SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mmx 450mmx 600mm, 600mm below ground level.The topmost dimond plate will be welded to middle plate by 47mmx47mm 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 suprior 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.

Eartwork in excavation for foundation of structures as per drawing and technical specifications clause 305.1 including settingout, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable materials as per MORTH clause 304.

Laying of 1st class bedding on well compacted sand, moorum as per clause 1105 (ii) Granular Material

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical specifications clause 802,803, 1202 & 1203.(M-10)

Brick masonary work in cement mortar in foundation of walls complete excluding pasting and plastering as per drawing and technical specification clause 1100

Providing Reinforced cement concrete pipe NP3 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works backfilling, concrete and masonary works in head walls and parapets clause 1106. 1000mm dia. hume pipe.

Plastering with cement mortar 1:4 15mm thick brick work as per technical specification

Eartwork in excavation in Hard Rock (Blasting Prohibited )