Public Works Department Tender

Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. RCC Grade M35 (By Using Batching Plant)

Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. R.C.C. grade M25 (By Using Batching Plant)

Stone masonry work in cement mortar 1:3 for substructure complete, with scaffolding, as per drawing and technical specifications [MoRTH Specification : Section 1400]. Random Ruble masonry (coursed/uncoursed)

Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement

Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. For Viaduct portion RCC Grade M-35

R.C.C. grade M35 above 5 metre & upto 10 metre height

Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600]

Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification. Design mix concrete. [MoRTH Specification : 1500 & 1700]. RCC/PSC M-35 grade

Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700]

Reinforced cement concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [MoRTH specification : 1500, 1600, 1700, 2704]

Providing and constructing of Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with specified grade concrete using batching plant, transit mixer, concrete pump and vibrator with 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design and dimensions in the approved drawing and at locations directed by the Engineer, all as specified as per clause 811 of MoRT&H specification including all material, labour scaffolding etc. RCC M-40

Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]

Providing and laying strip seal expansion joint catering to maximum horizontal movement up to 70mm complete as per approved drawings, standered specifications to be installed by the manufacturer/ Supplier or their authorized representative ensuring.

Drainage spout with GI pipe 100mm dia and GI bolt 10mm dia with galvanized MS flat clamp complete as per drawing and Technical Specification

Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-17 for wearing course including loading of aggregate with F.E loader and hot mixing of binder (including cost of anti -striping compoud , wherever required) and 3 % cement filler with aggregates in hot mix plant 40-60 TPH, Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clouse 504.3.5) to the required level , grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 KN,TP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MORTH Specification : Clause -507) with all Lead and Lift 30-45mm compacted with 6% binder

Providing and laying 25mm thick Bituminous Mastic Asphalt Wearing Course with bitumen of 30/40 grade as per specification and as per table 500-39,(including cost of antstripping compound wherever required), 14 to 17% by weight as per job m formula on prepared base including course aggregate as per table 500-42 and fine aggregate as per table 500-41 and lime stone powder as filler complete, excluding tack coat, prepared by using mastic cooker and laid to required level and grade after cleaning the surface with bitumen precoated fine grand hard stone chiiping of 13.2 mm nominal size @ 0.005 cum per 10 sqm and at an approxiMate spacing of 10cmC/C in both directions pressed into surface when the temprature of the surface is not less than 100oC, protruding 1mm to 4mm over mastic surface, (MoRTH specification : clause 516).

Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].

Supplying, fitting and fixing in position true to line and level, POT-PTFE bearing suitable for biaxial movement as per drawing and BS:5400 sections 9.1 & 9.2 [MoRTH specification : section 2000].

Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth (MoRTH specification : clause 301 to 305). By Dozer with lead upto 100 mtrs.

Providing, placing and compacting to desired density approved back fill material in layers as per approved methodology including testing for reinforced fill portion and random fill portion in the approaches between the Reinforced Soil (RS) Wall panels as per approved drawings as per clause 3100 of MoRT&H specification The soil should be predominately coarse grained not more than 10% of particle should pass 75 micron sieve The item shall be measured and paid for the finished volume of backfill and sub-grade placed in position excluding the volume of filter media at base and behind the RS walls. with all Lead & lift

Desiging, providing and erection of specified grade precast RCC facia panels of thickness 180 mm made with M:35 Grade concrete batching plant, transit mixer, concrete pump and vibrator for retaining earth with all elements and accessories including reinforcing element complete as per approved drawing and clause 3100 of MoRT&H specification including all material, labour, machinery etc (Scope of work includes designing, getting approval, casting in yard curing storing, transporting,lifting, placing in position, erection with all necessary fasteners etc. complete)

Providing & Laying of Filter media with granular Materials/stone crushed aggregates satisfying (IRC-78) the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. (MoRTH specification : Clause 710, 2200, 2504).

Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift

Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift

Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @ 7.50 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112

Providing and applying tack coat on the prepared surface, with bitumen VG10 as per IS:8887 & manufacturer’s specifications @0.275 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.

Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates (as per table 500-9, 500-10 and design mix) for base/binder course including loading of Material with F.E. loader, heating of binder (including cost of anti stripping compound, wherever required) aggregates and filler in hot mix plant (40-60 TPH), transporting the mixed Material by tippers and laying with sensor paver finisher as per clause 504.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller, 150-250 KN. TP=0.7 Mpa, to achieve the desired density (approved by the department) but excluding primer/tack coat. (MoRTH specification : clause 505, 112). with all lead & lift (a) 50-75mm compacted thickness with 4.5% bitumen content VG30 grade

Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification. Design mix concrete. [MoRTH Specification : 1500 & 1700]. RCC/PSC M-35 grade Solid slab superstructure Footpath slab

Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600] HYSD bar reinforcement

Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 Using Concrete Mixer

Extra for laying earth as per specification for compaction in 250mm thick loose layers and dressing (MoRTH Specification : Clause 305.3.5, Table 300.1 & 300.2) BY MEHANICAL MEANS, using Motor Grader, from earth in stockpiles with all lead and lift but excluding rolling and watering.

Extra for laying earth as per specification for compaction in 250mm thick loose layers and dressing (MoRTH Specification : Clause 305.3.5, Table 300.1 & 300.2) Extra for rolling to specification with Vibratory Roller, 8-10 tonne, when earth is at suitable moisture content with desired field density not less than 100% of maximum dry density (Modified Heavy Proctor test)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 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.

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MORTH specification clause 202. Bituminous courses

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MORTH specification clause 202. Granular courses

Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.

Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminium alloy or galvanised steel, erected as per approved design and drawings and with lateral clearance as per clause 802.3

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 90 Cm equilateral triangle

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 60 Cm equilateral triangle

Supply of Swiss type Bollard out of 1.25mm thick MS sheet total height 135cm the lower portion is made in tapered circular section having upper dia 15cm and lower dia 20cm with attachment of one mandatory plate 7 mm thick & fixed with the help of 7cm long 30mm dia crome plated MS tube this part is fixed on the body with another attachment of a cap 30×7 cm whole body is processed in black stoving enamel and mandatory plate in Azure blue with one compulsory keep left arrow with 10mm border reflective strip each of 7.5 cm on body complete in all respect.

Diamond Grade Aluminum backed Flexible Prismatic Sheeting: The “Aluminum-backed flexible prismatic (‘AFP’)” sheeting shall consist of Yellow colored flexible prismatic sheeting with non-metallic prismatic lens as retro reflective elements and conforming to ASTM D 4956-09 Type VI specification for reboundable retro reflective sheeting. This flexible prismatic sheeting shall be of 1ft width and laminated at the back with a 50 micron thick Aluminum (Al) foil with pressure sensitive adhesive and liner. Further, this flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black color on top in a continuous roll format.Neither AFP sheeting nor the flexible prismatic sheeting used in it shall crack when slowly bent in 1 second time around a 1/8th inch mandrel after being conditioned for 24hrs at 0°C and tested as per section S2.2.2. of ASTM D 4956-09. The AFP sheeting, with the liner removed, shall be applied with a neoprene contact adhesive with Polychloroprene as base, viscosity of 200-450 cps and solid content of 20-30%. Once applied, the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off.A test report from institutes like ARAI/CRRI confirming to above mentioned flexibility and ASTM-D4956-09 Type-VI retro reflectivity performance of the flexible prismatic sheeting used in AFP shall be submitted by the tenderer during prequalification and supply of Material.

Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900] 1000 mm dia

Clearing grass and removal of rubbish maximum 150mm in thickness upto a distance of 100 Mtr outside the periphery of the area by manual means . Note ; where only grass is met with , the area clear shall be measured & paid for under this item ( MORTH clause 201 )

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots stacking of serviceable material with all lifts and upto a lead of 1000 m and earth filling in the depression/ pit as per MORTH specification clause 201. (i) Girth from 300 mm to 600 mm

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material upto a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MORTH specification clause 201 By Manual Means . In area of Light Jungle

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Painting Two Coats on New Concrete Surfaces

Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor’s labour, deflection measuring instruments, loading materials, recoding and analyzing the load testing results including all lead & lift, etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges /loading material etc. The load shall be 1.25 times the stipulated design load Based on Design load & not span (Load = 200 T) For span design load upto 100 MT.

Extra for increase of 100 MT or part thereof in the span load capacity upto 800 MT.

Supply of plants of different varieties of fruit bearing/shady plants of 1200 mm to 1500 mm height along Road side including cleaning and removal of unwanted shrubs, removal of stones & garbage, supply of approved varieties of plants at site, digging of pits size 60 × 60 × 60 cm, manuring and application of insecticides and watering after plantation including maintenance of plants by contractor for a period of 5 years, with time to time watering and preparation of thawala, hoeing, weeding, application of insecticides and secuirity, gaurding and protection by suitable means, if the plants die or get disrupted due to any reason during maintenance period of 5 years, the contractor has to replace the same plant at his own cost.

Supply and Erection of built up Overhead structure of 12-15 M span comprising of one vertical posts of 6.00 m height made up of 300mm NB heavy class M.S. pipe as vertical member welded with 12mm plate at top and bottom for bearing of horizontal fram comprising of 65mm NB made heavy class main pipe as of 32 mm heavy class NB pipe branching as per approved design and drawing with one steel primer and two coats of synthetic enamalpaint complete the work includes with construction of R.C.C. foundation 900x900x2150 mm deep over lean concrete and including 25mm dia 750mm long foundation bolts as provision of structure including cost of reinforcement as per direction of E/E.