WIDENING AND STRENGTHENING OF BABERU TINDWARI SUMERPUR ROAD (SH-134) CH. 19.520 TO 31.520 INCLUDING 5 YEARS MAINTENANCE IN DISTRICT-BANDA

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By Machnical Means

Excavation for road work in soil with hydraulic excavator of 0-90cum bucket capacity including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000m.As per MORTH specifications No.-301

Construction of embankment with approved material deposited at site from road way cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of table 300.2. As per MORTH No-305

Construction of Embankment with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacting to meet aggregement of table 300-2 (Cartage 5 Km.)

Construction of granular sub-base Gr-V (in Drainage Layer & 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 inlcuding premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with machanical paver in sub-base/base course on wall prepared surface and compacting with vibratory roller to achieve the desired density. As per MOR&TH specification No. 406

Providing & Laying dense graded bituminous macadam with hot mix plant producing an average outpit of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.00 percent 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 specifications clause 505(A) complete in all respects. (Grade-1)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing & Laying dense graded bituminous macadam with hot mix plant producing an average outpit of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.50 percent 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 specifications clause 505(B) complete in all respects. (Grade-2)

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 surface cleaned with mechanical broom.

Providing and laying bituminous concreate Gr-II with batch type hot mix plant producing an average outpur of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent 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 Morth Specification clause 509 complete in all respects.

Construction of Sub Grade and earthen shoulders with approved material obtaiened from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of table no 300-2 (E/w Patri) (Cartage 5 Km.)

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. As per TS Clause-304(9.1(B))

Sand (Ken River Fine sand) Filling in Foundation Trenches including cost of material, labour, T&P etc complete as per Drawing & Technical Specification

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Brick Masonry Work in Cement Mortar 1:3 with Coarse sand in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.As per Clause 12.50

Plain/Reinforced Cement Concrete with (40mm Stone Ballast+20mm Stone Grit+10 mm Stone grit ) in Open Foundation complete as per Drawing and Technical Specifications. PCC M-15

Laying (First Class) bedding on well compacted sand, Moorum or approved granular material as per Clause 1105 (ii) Type B (First Class) Bedding as per Data Book Item No. 9.2 (ii)

Plain/Reinforced Cement Concrete with (40mm Stone Ballast+20mm Stone Grit+10 mm Stone grit ) in Open Foundation complete as per Drawing and Technical Specifications. PCC M-20

Plain/Reinforced Cement Concrete with (40mm Stone Ballast+20mm Stone Grit+10 mm Stone grit ) in Open

Foundation complete as per Drawing and Technical Specifications. RCC M-25

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Plain/Reinforced cement concrete with (40 mm Stone Ballast+20mm Stone grit+10mm Stone grit )in sub-structure complete as per drawing and Technical Specifications. PCC M-15

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 617. 709, 1204.3.7

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications

Providing and laying reinforced concrete pipe NP3 in single row for culverts on 'Type A' (Concrete cradle) bedding with M 15 grade cement concrete including fixing coller with cement mortar 1:2 but excuding excavation protrction work, backfilling, concrete and masonary works in head walls and parapets clause 1106 as per Data Book item No. 9.3 (B)

Construction of Rummble Strips With BC Material including Tack coat.

Providng & Fixing of Drainage Spouts complete as per drawing and Technical specification. As per TS Clause-2705

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to the level uniform and free streaks and holes.

Providing and laying of hot applied thermoplastic compound 15 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 15mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to the level uniform and free streaks and holes. (Repeated bars)

Supply of Retro Reflective Sign Board size 600x900mm made of 2mm alloy aluminium sheet and 4mm thick APC sheet fully covered with intensity retro reflective sheet having approved massage fully proceed by AVERY DENSION CO (U.S.A.) equivalent equipment as per specified brand back of aluminium sheet will be provided frame 35x35x5mm angle iron aluminium sheet painted with two coat smoke grey or sky blue paint leg 75x40mm channel 3 mtr long complete.(Informatory Board)

Construction of Speed Table

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 1.5mm thick supported on a mild steel angle iron post 75mm x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concreate 45cm x 45cm x 60cm, 60cm below ground level as per approved drawings. 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 glass and fungus resistance, 3 years of outdoor weathering and its having passed these tests shall be obtained from international/Government laboratory/Institute by the manufacturer of the sheeting and in case the certificate in obtained from internation condition, it should also be obtained from indian condition within 3 years of launching of product bt the manufacture in abroad. Alternatively a certificate conforming to ASTM specification (D 4956-09) 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. (30cmx90cm (Left/Right) Object Hazard)

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 1.5mm thick supported on a mild steel angle iron post 75mm x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concreate 45cm x 45cm x 60cm, 60cm below ground level as per approved drawings. 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 glass and fungus resistance, 3 years of outdoor weathering and its having passed these tests shall be obtained from international/Government laboratory/Institute by the manufacturer of the sheeting and in case the certificate in obtained from internation condition, it should also be obtained from indian condition within 3 years of launching of product bt the manufacture in abroad. Alternatively a certificate conforming to ASTM specification (D 4956-09) 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. (155cmx60cm Double Chevron)

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 1.5mm thick supported on a mild steel angle iron post 75mm x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concreate 45cm x 45cm x 60cm, 60cm below ground level as per approved drawings. 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 glass and fungus resistance, 3 years of outdoor weathering and its having passed these tests shall be obtained from international/Government laboratory/Institute by the manufacturer of the sheeting and in case the certificate in obtained from internation condition, it should also be obtained from indian condition within 3 years of launching of product bt the manufacture in abroad. Alternatively a certificate conforming to ASTM specification (D 4956-09) 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.. (60cm circular Maximum Speed Limit Board)

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 1.5mm thick supported on a mild steel angle iron post 75mm x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concreate 45cm x 45cm x 60cm, 60cm below ground level as per approved drawings. 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 glass and fungus resistance, 3 years of outdoor weathering and its having passed these tests shall be obtained from international/Government laboratory/Institute by the manufacturer of the sheeting and in case the certificate in obtained from internation condition, it should also be obtained from indian condition within 3 years of launching of product bt the manufacture in abroad. Alternatively a certificate conforming to ASTM specification (D 4956-09) 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.. (90 cm equilaterial triangle Curve Board/Intersection)

Providing and erecting a ''W'' metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2m centre, 1.8m high 1.1m 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 150x75x5mm, 330mm long complete as per clause 810.

Supply and fixing and Erection of built up overhead structure 12m-15m, span comprising of two vertical post 6mtr height made up to 300mm N.B. Heavy class M.S. Pipe as vertical welded with 10mm M.S. Plate at top & 12mm MS Plate at bottom. The Horizontal truss shall comprise of 50mm dia heavy class M.S. Pipe and 40mm dia heavy MS Pipe as bracing and 10mm MS plate at bottom for fixing to vertical post per structure desing and dwaring with one of steel primer and two coats of synthetic enamel paint. The Work including construction at RCC foundation of ste 0.90x0.90mm of required depth as per site condition for built up structure including earth work in excavation 100mm thick layer concrete in 1:4:8 (Cement coarse sand and 40mm GSB) R.C.C. with 1:2:4 (Cement coarse sand and 20mm stone grit) including supply and fixing of 28mm dia foundation bolts 800mm long as per provision of structure desing including cost of reinforcement & structuring the lateral vertical clearance complete

Supply of reflection sign board made out of 2mm thick aluminium sheet face to be fully covered with heat activated high intensity grade encapsulated lens type Retro Reflective Sheetng as per colour required. The retro Reflective sheet shal be procesed on base aluminum subtract by heat lamp vaccum aoolicator signs, letters and symbol shall be cut be computerised cutting machine and fabricated cut of high intensity grade sheeting/screen printing. Board are to supplied along with back supported angle iron frame of 35x35x5mm back side of the aluminium sheet shall be painted with stove enamel process.

Removing Existing Sign Boards and Stacking the same to the nearest store, Refixing them after completion of road work as directed by E/I including cost of all labour, material, T&P transportation required for proper completion of work.

Removing Existing Crash Barrier and Stacking the same to the nearest store, Refixing them after completion of road work as directed by E/I including cost of all labour, material, T&P transportation required for proper completion of work.

Supply and fixing of raised pavement marker with made of plastic body of RPM/road stud shall be moulded from ASA (Acrylic styrene Acrylonitrite) of HIPS (High imoact polystryene) or Acrylonitrite Butadin stryene (ABS) or any other suitable material approved by the Engineer. The Marker shall support a load of 13.635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lense containing single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sqm, the market height shall not be less than 10mm and shall not exceed 20mm & width shall not exceed 130mm. The base of the marker shall be flat within 1.3mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer in addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged get worn out or lose their reflectivity compared to stipulated standards. the contractor would be required to replace all such markers within 15 days of te intimation from the Engineer at his own cost. The rate shall include all materials, labour, T&P, trasportation, installation and incidentals all complete as per direction of the Engineer in charge

Maintenance of widening & strengthening work including crack sealing spot patching including restroration of rain cuts and dressing of side slop / berms making up of berms / shoulders maintenance of drain, maintenance of culvert, maintenance of guard rails and parapet, maintenance of road sign, speed breakers standing tree at adjacent of road wherever required maintenance of 200m stone (Hectometre) and kilometer stones, cutting of branches of trees, shrub and trimming of glass and weeds etc while washing of parapet including CD work, paiting of guard stones, refixing of displaced gaurd stone (As per Performance index Annexure-1) mentioned in GO No-17/2024/ sa-113/23-1-2024-23-1099/113 /2023 dated 16-01-2024 & E-in-C Letter No-3689/C-OPRMC / MUL-2023-24 dated 17-02-2024 subjected to approval from Govt. Maintenance of 1st Year after completion of work @ 0% of total cost of widening & strengthening work

Maintenance cost for 2nd Year @ 0.25 % cost of widening & strengthening work

Maintenance cost for 3rd Year @ 0.50 % cost of widening & strengthening work

Maintenance cost for 4th Year @ 0.75 % cost of widening & strengthening work

Maintenance cost for 5th Year @ 1.00 % cost of widening & strengthening work