Public Works Department Tender

V-3 1.23 pno 11 - Providing and Filling in foundation with granite / trap broken metal 100mm. anddown size & with approved sand including hand packing, ramming, watering,including cost of all materials and labour with all lead and lift complete as perspecifications.

V-1 2.1.2 p no 58 - Providing and laying in position Cement Concretefor levelling course for all works in foundation. Thegranite/trap/basalt crushed graded coarse aggregatesand fine aggregates as per relevant IS Codes machinemixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including alllead & lifts, cost of all materials of quality, labour,Usage charges of machinery, curing, and all the otherappurtenances required to complete the work as pertechnical specifications. Mix 1:4:8 Using 40 mm and down size gradedcrushed coarse aggregates

V-1 2.2.1 p no 61 - Providing and laying in position Cement Concretefor all Foundation works. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with superplasticizers laid in finished layers, well compactedusing needle vibrators, including all lead & lifts, cost ofall materials, quality confirming to the requirements ofrelevant IS codes, labour, Usage charges of machinery,curing and all the other appurtenances required tocomplete the work as per technical specifications. M20 Design Mix Using 20 mm and down sizegraded crushed coarse aggregates

V-1 A-1 Bridges Sl. 6 112 - Additionalities for Formwork, Centering & Scaffolding of Box Culverts at 20 % M20 Concrete

V-1 2.2.3 p no 63 - Providing and laying in position Cement Concretefor all Foundation works. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with superplasticizers laid in finished layers, well compactedusing needle vibrators, including all lead & lifts, cost ofall materials, quality confirming to the requirements ofrelevant IS codes, labour, Usage charges of machinery,curing and all the other appurtenances required tocomplete the work as per technical specifications. M25 Design Mix Using 20 mm and down sizegraded crushed coarse aggregates

V-1 A-1 Bridges Sl. 6 112 - Additionalities for Formwork, Centering & Scaffolding of Box Culverts at 20 % M25 Concrete

V-1 2.11 B p no 18 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing andtechnical specification Foundations of Bridges

V-1 2.11 D p no 18 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing andtechnical specification Super structure of Bridges of Bridges

V-3 13.8 p no 121 - PCC M15 Grade leveling course below approach slab complete asper drawing and Technical specification

V-3 13.9 p no 122 - Reinforced cement concrete M30 grade for approach slabincluding reinforcement and formwork complete as per drawingand Technical specification (Batching Plant)

V-3 12.1 p no 117 - Providing weep holes in Brick masonry/Plain/ Reinforcedconcrete abutment, wing wall/ return wall with 100 mm diaAC pipe, extending through the full width of the structure withslope of 1V :20H towards drawing foce. Complete as per drawingand Technical Specifications

V-3 8.10 p no 66 - Painting two coats after filling the surface with syntheticenamel paint in all shades on new plastered concrete surfaces

V-3 12.4 p no 117 - Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laiddown in clause 2504.2.2. of MoRTH specifications to a thicknessof not less than 600 mm with smaller size towards the soiland bigger size towards the wall and provided over the entiresurface behind abutment, wing wall and return wall to the fullheight compacted to a firm condition complete as per drawingand Technical Specification.

V-3 8.18 p no 67 - Reinforced cement concrete M15 grade boundary pillars ofstandard design as per IRC:25, fixed in position includingfinishing and lettering but excluding painting

V-3 14.7 A p no 130 - Providing & Laying flooring complete over Cement Concretebedding Rubble Stone laid in CM 1:3

V-3 14.2 A p no 129 - Providing and laying of boulder apron laid in wire crates madewith 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mmx 100mm mesh (weaved diagonally) including 10 per cent extrafor laps and joints laid with stone boulders weighing not lessthan 40 kg each.

V-1 1.8 p no 33 - Construction of Embankment by excavating theavailable approved Gravel/Murrum deposited at aplace or borrow pits during or prior excavation withall lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet therequirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage & allother appurtenaces required to complete the work.

V-3 4.1.v P No 23 - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material.

V-3 4.17 P No 26 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

V-3 3.6 P No 17 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

V-3 8.54 p no 78 - Providing and fixing board displaying information, suchas 'Name of work, Tender cost, Name of Contractor, Workcompletion and liability period etc', having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mildsteel sheet painted with one coat of Zinc chromate stovingprimer and two coats of enamel paint on front side and greystove enamel on back side and border / messages / symbolsetc. with approved colour shade paint complete, on M.S.angleof size 35 x 35 x 3 mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including TwoM.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m longpainted with alternate black and white bands of 25 cm widthincluding all fixtures etc.and fixing the boards in 1:4:8 concreteblock of size 60 cm x 60 cm x 75 cm including, excavation,refilling, transportation, and labour etc complete. Spec. No. Asdirected by Engineer in Charge & MoRTH specification 804