Rural Development And Panchayat Raj Department Tender

Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Mechanical Means Grading -II, (53 mm to 22 .4mm) Using Screening Type A(13.2 mm agg)(P.No. 24, I.No. 4.24 B (ii) (b) Vol-3, Roads & Bridges PWDSR 2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Super structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesPlain /reinforced cement concrete sub structure M20 (P no 15, It no 2.21.1 vol-1, PWDSR2021-22 SR ) .Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared ituminous surface cleaned with mechanical broom (P.No. 41, I.No.5.4 A (ii) Vol-3, Roads & Bridges PWDSR 2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Clearing and grubbing road land includinguprooting rank vegetation, grass, bushes,shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlierand disposal of unserviceable materialsand stacking of serviceable material to beused or auctioned, including removal anddisposal of top organic soil not exceeding150 mm in thickness. (P.No.7,It no 2.5 (ii)(A) vol-3 Roads & Bridges PWDSR 2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Mechanical Means Grading -I, (63mm to 45mm) Using Screening Crushable type such as Moorum or Gravel (P.No. 23 & 24, I.No. 4.24 B (i) (a) Vol-3, Roads & Bridges PWDSR 2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Supplying fitting & placing TMT bar reinforcement to superstructure complete as per Specifications (P no 103 It no 14.1 vol-3, PWDSR2021-22 SR ) .Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Supplying fitting and placing TMT Fe 500 and above reinforcement in foundation / substructure/super structure complete as per drawing and Techincal Specifications Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Super structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesPlain /reinforced cement concrete sub structure M20 (P no 17, It no 2.5.2 vol-1, PWDSR2021-22 SR ) .Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Back filling behind abutment, wing wall and return wallcomplete including compaction as per drawing and Technical Specification A Granular material(P no 99 It no 13.5 vol-3, PWDSR2021-22 SR ).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Construction of precast RCC railing of M30 Grade, aggregatesize not exceeding 12 mm, true to line and grade, tolerance ofvertical RCC post not to exceed 1 in 500, c/c spacing betweenvertical post not to exceed 2000 mm, leaving adequate spacebetween vertical post for expansion, complete as per approveddrawings and technical specifications. (P no 103 It no 14.5 vol-3, PWDSR2021-22 SR ) .Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Providing and laying reinforcement cement concrete pipe NP2 for culverts including pointing ends and fixing collars with CM 1:2 inlcuidng cost of all materials, labour curing complete as per specification 600 mm dia (P.No.A(40) I.No.44. Vol.1 PWDSR of 2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

TMT steel Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. (P no 99 It no 13.1 vol-3, PWDSR2021-22 SR ) .Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Boundary Piller : Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (P.No. 57, I.No.8.18 Vol-3, Roads & Bridges PWDSR 2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Close Graded Premix Surfacing/Mixed Seal SurfacingProviding, laying and rolling of close-graded premix surfacingmaterial of 20 mm thickness composed of 11.2 mm to 0.09mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregatesusing VG-30 bitumen to required line, grade and level to serveas wearing course on a previously prepared base, includingmixing in a suitable hot mix plant of capacity not less than40/60 TPH, laying and rolling with a Smooth wheeled rollerfinishing to required level and grade. (P.No.37, I.No.5.20 A Vol-3, Roads & Bridges PWDSR 2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.(PWDSR 2021-22 P.NO.117 I NO.20.29 VOL-3)

PCC M15 Grade leveling course below approach slabcomplete as per drawing and Technical specification(P no 103 It no 14.9 vol-3, PWDSR2021-22 SR ).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

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.angle of 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 mlong painted 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 .Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Primer Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including leaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means (P.No. 29, I.No. 5.1, A (i) Vol-3, Roads & Bridges PWDSR 2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

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 with slope of 1V :20H towards drawing foce. Complete as perdrawing and Technical Specifications(P no 99 It no 13.3 vol-3, PWDSR2021-22 SR ).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Reinforced cement concrete M30 grade for approach slabincluding reinforcement and formwork complete as per drawing and Technical specification (Batching Plant)(P no 104 It no 14.10 vol-3, PWDSR2021-22 SR ).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Construction of Granular Sub-Base of required grading asper design spreading in uniform layers with motor grader onprepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achievethe desired density, complete as per clause 401 (P.No.19. I.No. 4.2 (VI), Vol-3, PWDSR 2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Providing concrete foundation M10 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarseaggregates (P no 15, It no 2.1.3 vol-1, PWDSR 2021-22 SR ) .Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction (P.No.15,Item No.3.7, Vol-3, Roads & Bridges PWDSR 2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Providing and laying boulders apron on river bed for protectionagainst scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification.(P.No.111 I.No.16.1 Vol.3 PWDSR of 2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, evels and dimensions. Excavated material to be used in ebankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 Mechanical Means (P.No. 132, I.No. 20.8 (B) Vol-3, Roads & Bridges PWDSR 2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Construction of sub-grade and earthenshoulders with approved materialobtained from borrow pits with all lifts& leads, transporting to site, spreading,grading to required slope and compactedto meet requirement of table No. 300-2(P.No.15,Item No.3.6, Vol-3, Roads & Bridges PWDSR 2021-22).Complete including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.