Construction of road Old NH at Golakganj to Rajyoga Meditation Centre at Golakganj umder SOPD(G) for the year 2025-26.

Amount

Road Works

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Table 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.

Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 wit lead up to 1000 m as per Technical specification Clause 3031.

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 (II) for Grading -II material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including sperading in uniform thickness, hand packing, rolling with three wheel 80-100 k Nstatic roller in stages to proper grade and cmber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-III as per Technical Specification Clause 405

Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80 mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage)

Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx75mmx8mm firrmly fixed to the ground by means of properly designed foundation with m15 grade cemetn concrete 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801.. 600 mm equilateral triangle

Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx75mmx8mm firrmly fixed to the ground by means of properly designed foundation with m15 grade cemetn concrete 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801.. 600 mm circular

Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx75mmx8mm firrmly fixed to the ground by means of properly designed foundation with m15 grade cemetn concrete 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801.. 800mm x 600 mm rectangular

Prividing and fixing of tpical PMGSY informatiory sign board with logo as per MORD specifications nad drawign. Three MS paltes of 1.6 mm thick, top and middle plate duly welded with MS flat Iron 25mmx 5 m size on back on edges. The lower plate will be welded with MS angle irom frame of 25mm x 25mm x 5mm. The angle irom frame of the lower most plate and flate iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450 mm 600 mm, 600 mm below ground level. the top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrow, 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

Construction of Drainage works

Earthwork in excavation for structures as per dtawing and technical specification sClause 305.1 including setting out, constructionof shoring and bracing, removal of stumps and other deleterious materials nad disposal upto a lead of 50 m, dr essing of sides and bottom and backfilling in trenches with excavated duitable material.

Filling in foundation trenches as per drawing and techncial specification Clause 305.3.9

Providing concrete for plain/reinforced concrete in open foundations somplee as per drawings nd technical specifications Clause 802,803,1202 &1203 B. with natural Gravel PCC Grade M 10 (i) Nominal Mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundations somplee as per drawings nd technical specifications Clause 802,803,1202 &1203 B. with natural Gravel RCC grade M 20

Providing concrete for plain/reinforced concrete in open foundations somplee as per drawings nd technical specifications Clause 802,803,1202 &1203 B. with natural Gravel iii PCC grade M20 (i) Nominal mix 1:2:4

Providing concrete for plain/reinforced concrete in open foundations somplee as per drawings nd technical specifications Clause 802,804,505,806807 &1204 B. with natural Gravel RCC grade M 25 (i) for height up to 5 m

Supplying, fitting and palcing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel/RINL) in foundation complete as per drawings nad technical specifications Clauses 1000 & 1202.

Supplying, fitting and palcing TMT (Fe-500 D) reinforcement bar (other ISI approved TMT reinforcement bar ( SAI/BISCON/THERMAX or equivalent) in substructure complete as per drawings nad technical specifications Clauses1002, 1005, 1010 &1202

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614,709,1204.3.7

Backfilling behind abutment, wing wall and return wall complee as per Drawings & Technical specification Clause 1204.3.8 A. Granular Material

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800,1205.4 & 1205.5 II. RCC M 25 a) Height upto 5 m

Supplying, fitting and palcing TMT (Fe-500 D) reinforcement bar (other ISI approved TMT reinforcement bar ( SAI/BISCON/THERMAX or equivalent) in substructure complete as per drawings nad technical specifications Clauses1002, 11010 & 1202

Providing, laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 & 1206.3 B. with crushed stone

Construction of RCC railing of M25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line nad grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800,900 & 1208.3

Providing laying curtain walls complete as per drawing and tenchnical specification Clause 1304 III. Cemtn concrete Grade M-10

Drainage Spouts complete as per drawing and Technical Specification

Flexible Apron: Construction of Flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 Kg beyond curain wall

NILAM PRODHANI (BID ID -291148)