Public Works Department Tender

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

Construction of granular sub-base by providing close graded Material, 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

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. WMM + 1% OPC cement + 3.5% Emulsion

Dismantling of flexible pavements and dispossal of dismantlled material up tot a lead of 1000 meters stacking of serviceable and uncerviceable materials.

Dismantling of Granular courses Material and dispossal of dismantlled material up tot a lead of 1000 meters stacking of serviceable and uncerviceable materials.

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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Re-Cycle in GSB)

Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam (DBM 1)with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40@ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

Providing and laying bituminous concrete (BC- 2) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG -40 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

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 and backfilling with approved material.

Providing and laying Cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone ballast 20 mm. nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. As per SOR No. 280 Sl. No. 5

Class- 150 brick work in 1:3 cement and coarsesand of 2.8 fineness modulus mortar in foundation and plinth including supply of all materials labour and ltools and p;ants etc. required for proper completion of the work.

Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H towarddrawing force complete as per drawing and technical specification (MORTH &H-13.8/2706&2200)

Providing and laying Reinforced cement concrete in M-25 grade concrete including formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specification Sl no. 12.8 D Case I.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications as per MORT&H clause 1600 Sl. No. 12.4

Pointing with cement mortar (1:3 ) on brick work in substructure as per MORT & H Specifications 1300 & 2200 13.2.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification as per MORT&H clause 710.1.4. of IRC 78 2200.Sl. No. 13.9

Supply & Laying of 1000 mm dia NP-4 reinforced cement conrete hume pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but etc. as per direction of E/I.

Supply & Laying of 1200 mm dia NP-4 reinforced cement conrete hume pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but etc. as per direction of E/I.

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Providing and constructing temoporary Island 16.00bm dia for construction well foundation in river stream for providing of a dry working area including cost of balli piling shoring GI shees EC bags, earth work etc as required and directedby E/c

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification including supply of all materials , labours T & P etc. required for reinforcement and also proper completion of the work as per MORT&H Specification12.10

Plain/Reinforced Cement Concrete, M 25 Grade in Well Foundation in well curb complete as per Drawing and Technical Specification including supply of all materials , labours T & P etc. required for proper completion of the work as per MORT&H Specification12.11

Plain/Reinforced Cement Concrete M 25 Grade, in Well Foundation in well Steining complete as per Drawing and Technical Specification including supply of all materials , labours T & P etc. required for proper completion of the work as per MORT&H Specification 12.11

Plain/Reinforced Cement Concrete,M 25 Grade in Well Foundation in Plugging the Bottom of well complete as per Drawing and Technical Specification including supply of all materials , labours T & P etc. required for proper completion of the work as per MORT&H Specification 12.11 C ii Case II .

Plain/Reinforced Cement Concrete M 25 Grade , in Well Foundation in intermediate plug of Well complete as per Drawing and Technical Specification including supply of all materials , labours T & P etc. required for proper completion of the work as per MORT&H Specification 12.11 D ii Case II .

Plain/Reinforced Cement Concrete M 15 Grade , in Well Foundation in intermediate plug of Well complete as per Drawing and Technical Specification including supply of all materials , labours T & P etc. required for proper completion of the work as per MORT&H Specification 12.11 D ii Case II .

Plain/Reinforced Cement Concrete M 35 Grade , in Well Foundation in Well Caps complete as per Drawing and Technical Specification including supply of all materials , labours T & P etc. required for proper completion of the work as per MORT&H Specification 12.11 F.

Sinking of 5 m external diameter well (other than pneumatic method of sinking) through all type of strata namely sandy soil, clayey soil and rock shown against each case complete as per drawing and technical specifications. Depth of sinking reckoned from bed level 0 to 3.00 M

Sinking of 5 m external diameter well (other than pneumatic method of sinking) through all type of strata namely sandy soil, clayey soil and rock shown against each case complete as per drawing and technical specifications. Depth of sinking reckoned from bed level 3.00 to 10.00 M

Sinking of 5 m external diameter well (other than pneumatic method of sinking) through all type of strata namely sandy soil, clayey soil and rock shown against each case complete as per drawing and technical specifications. Depth of sinking reckoned from bed level 10.00 to 20.00 M

Plain /Reinforced cement conrete 30 grade, in sub-structure complete as per drawing and technical specification.

Supplying fitting and fixing in position true line and level Elastomeric bearing complete as per drawing and technical specification.

Plain /Reinforced cement conrete 40 grade, in superstructure complete as per drawing and technical specification.

Drainage Spouts complete as per drawing and Technical specification including supply of all materials , labours T & P etc. required for proper completion of the work as per MORT&H Specification 14.9 .

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including supply of all materials , labours T & P etc. required for proper completion of the work as per MORT&H Specification 14.7.

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Providing and laying boulder pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811

Supply, fixing & erection of built up Overhead Cantilever Structure of 12 mm - 15 M span comprising of one vertical posts of 6.00M height made up of 300 mm N.B. heavy class M.S. pipe as vertical member welded with 10 mm M.S. plate at top & 12 mm M. S. Plate at bottom. The horizontal Truss shall comprise of 50 mm. dia heavy class M.S. pipe and 40 mm dia heavy M.S. pipe as bracing & 10 mm M.S. Plate at bottom for fixing to vertical post as per structure design & drawing with one coat of steel primer and two coats of synthetic enamel paint. The work includes construction of R.C.C. foundation of size 0.90 x 0.90 mtr. of required depth as per site condition for built up structure including Earth work in excavation, 100 mm thick lean concrete in 1 : 4 : 8 ( cement, coarse sand & 40 mm gauge S.B.), R.C.C. with 1 : 2 : 4 (cement, coarse sand & 20 mm gauge Stone Grit) including supply & Fixing of 25 mm dia foundation bolts 600 mm long as per provisions of structure design including cost of re-inforcement & shuttering. The lateral, vertical clearances and complete installation work shall be as per relevant clauses of MORT&H specifications

Supply , Fixing & erection of builtup cantilever structure of 6 M span comprising of three vertical posts of 6M Height made up of 300MM N.B. heavey class M.S. pipe as vertical member welded with 10 mm M.S. plate at top &12mm M.S. plate at bottom. The horizontal Truss shall comprise of 50 mm dia. heavey class M.S. pipe and 40 mm dia heavevy M.S. pipe as bracing &10 mm M.S. plate at bottom for fixing to vertical post as per struture design & drawing with one coat of steel primmer and two coats of synthetic enamel paint.The work includes construction of R.C.C.foundation of size .9x.9 m of required depth as per site condition for built up structure including Earth work in excavation, 100 mm thick lean conc. in 1 :4:8 (cement,coarse sand and 40 mmgauge s/ballast) R.C.C.with 1:2:4 (cement,coarse sand and 20 mmgauge s/ballast) includind supply and fixing of 25 mm dia foundation bolts 600 mm long as per provision of structure design in cludind cost of reinforcement & shuttering. The leteral, vertical clearances and complete installation work shall be as per relevant clauses of MORT&H SPECIFICATIONS sECTION 800 AND irc-67 2010 complete in all respect.The rates shall be included cost of design , fabrication,supply,transportation,local shifting, erection of shinage structure using crane, inclusive royalty vat etc. all T&P,machine, material and labour required for proper completion of work as per direction of Engineer in charge

Providing & fixing of retro reflective signs with a corrosion resistant 4 mm thick aluminium composite pannel face to be fully covered with high intensity prismatic sheeting type IV as per IRC - 67 : 2010 retro reflective sheeting with MS angle frame of 35 x 35 x 5 mm on ms pole 100m diameter with wall thickness of 7.10 mm weighting 20 kg/rm. as per drewing even as per collering scheme as shown in the drawing.

P/L of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beeds @ 250 gram per sqm. Area thickness of 2.5 mm. is exclusive of surface applied glass beeds as per IRC 35. The finished surface to be level, uniform and free from streaks and holes LKO SOR ch 26 SI No 2 morth 803(8.13)

Marking of Thermoplastic bars (as per approved drawing) of width 300 mm to be set apart by 1000 mm across full width of carriageway by providing and laying of hot applied thermoplastic compound 5.0 mm thick including reflectorising glass beads @ 1500 gms per sqm area, thickness of 5.0 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. Repated Bar Making

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. SINGLE CHEVRON (NORMAL)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. SPEED LIMIT

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 80cm x 60 cm x 60 cm, 60 cm below ground lvel as per approved drawing

S/f of Pavement marker (Cat Eye) Type X-ASTMD-4956-04 Avery Dennison/ 3-M (USA make) consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective surface to reflect

Flexible Median Marker As Per IRC 79:2019: Flexible Median Marker (FMM) should be used for improving median visibility during dark hours.. Use of Median Marker provides safety against collision happening with medians during night time, or severe weather. Flexible Median Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC:67. Flexible Median Marker shall be of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability 'and U shape structure having rebound / bounce back property, the sheeting shall be of Type XI conforming to IRC:67 and it should be on both the faces whereby providing maximum reflectivity at langer distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection molding process. FMM shall be fixed by a combination bf epoxy adhesive and grouting/ drilling on concrete medians or properly constructed solid medians. Height: The marker height shall be a minimum of 180 mm. width 120 mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 mm ReflectiveArea: Shall not be less than 90 cm square. Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50 kg f Tensile loads conforming to ASTM D638 method. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. LKO IRC:79-2019

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67- 2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mid steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from Intemational/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate 60 cm equilateral tringle with diffination plate (20cmx60cm)conforming to ASTM Specification (D 4956-00) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires. could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7 Proof of the same in form of government report shall be uploaded while quoting tender. LKO SOR CH-26 MoRTH 801 (8.4)

60 cm circular with diffination plate (20cmx60cm)

80 mm x 60 mm rectangular with diffinitation plate (20cmx60cm)

60 mm x 45 mm rectangular with diffinitation plate (20cmx60cm)

60 mm x 45 mm square with diffinitation plate (20cmx60cm)

90 cm high octagon

The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 1St Year Maintenance Cost @ Charge - 0% (Total Cost of Item nos. 1 to 57.5)

The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 2nd Year Maintenance Cost @ Charge - 0.25% (Total Cost of Item nos. 1 to 57.5)

The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 3rd Year Maintenance Cost @ Charge - 0.50% (Total Cost of Item nos. 1 to 57.5)

The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 4th Year Maintenance Cost @ Charge - 0.75% (Total Cost of Item nos. 1 to 57.5)

The maintenance of above road work including all civil work to the required standards and in the manner as defined in CB Condition and keep the entire road surface, road shoulders and all structures in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) 5th Year Maintenance Cost @ Charge - 1% (Total Cost of Item nos. 1 to 57.5)