Rural Works Department Tender

Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)

Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401) for grading-III Material

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 vibratory roller 8-10 tonnes / Smooth 3 wheeled Steel 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.) By Mechanical Means: Grading- II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Type-B (11.2mm Agg.) With Smooth 3 wheeled Steel Roller

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 vibratory roller 8-10 tonnes / Smooth 3 wheeled Steel 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.) By Mechanical Means: Grading- III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Type-B (11.2mm Agg.) With Smooth 3 wheeled Steel Roller

Providing & laying 50mm thick built up spray grout over WBM Surface including cleaning the surface heating bitumen to required temperature applying primer and tack coat @ 10 kg/ 10M2 and also including cost of bitumen and stone aggregates conforming to physical properties & grading given in the MOST table 500-7(3rd revision) spreading stone metal @ 0.66 cum per 10 M2 in laying, hand packing rolling compacting & then applying spray of bitumen @ 15 kg/ 10 M2 finishing with key aggregates 0.13 cum/10 M2 in proper grade camber of super elevation and rolling the same with road roller and finishing the surface with template including the cost of barriers, danger signal, chowkidar, making and maintaining diversion including cost of all labours cost of POL and all other lubricants & also hire charges of road roller with depreciation & major repair all complete job as per specification and direction of E/I.

Providing,& laying 50mm thick built-up spray grout over old bitumenus surface in grade camber of super elevation with stone agreegate and key agreegate @ 0.66 cum and 0.13 cum per 10m2 and as per MOST table 500-7 and bitumen @ 20 kg including tack coat all per 10m2 including cost of heating bitumen to required temperature applying tack coat @10kg/ 10m2 and also including cost of bitumen and stone aggregates conforming to physical properties & grading given in the MOST table 500-71(3rd revision ) spreading stone metal @ 0.66 cum per 10m2 in laying, hand packing rolling compacting and then applying spray of bitumen @ 15 kg/10m2 finishing with key aggrregates 0.13 cum/10m2 in proper grade camber of super elevation and rolling the same with road roller and finishing the surface with template including the cost of barrier, danger signal, chowkidar, making and maintaining diversion including cost of all labour cost of POL and all other lubricants & also hire charges of road roller with depreciation & majour repaier all complete job as per specification and direction of E/I

Tack coat (RS-I) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 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. By Manual Means Bitumen (VG-30)

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, Type B and Type C as per Technical Specification Clause 510 By Manual Means Type A Bitumen (VG-30)

Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary Kilometer stone (Precast)

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Hectometer stone (Precast)

Boundary Pillar Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 80 mm x 60 mm rectangular

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (with manual means in ordinary soil & Depth upto 3m)

Construction of dry rubble flooring at cross drainage works for relatively less important works.complete as per drawings and technical specifications

PCC Grade M15 in Foundation Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonary in C.M. 1:3 in foundation in Drain & in Retaining Wall

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonary in C.M. 1:3 in substructure. in Drain & in Retaining Wall

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. (P.C.C. Grade M-15 in Coping)

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

R.C.C. grade , R.C.C M-25 for Deck Slab Providing and laying reainforced cement concrete in superstructure as per drwing complete as per drawing and technical specification Clouse 800,1205.4,1205.5 Cover Slab (20% of drain covered by slab)

Supplying fitting and placing TMT bar reainforcement (Fe-415) in substructure complete as per drawing and technical specification Clouse 1002,1005,1010, & 1202 For pre-caste slab of Drain & Bad plate

Cement concrete pipe NP-3 1000 mm dia providing and laying reainforced cement concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection work, backfilling, concrete and masonry work in head wall and parapets Clouse 1106

Goods & Service Tax (G.S.T.) -

Labour Cess -