Gujarat State Rural Road Development Agency has published Construction Of Box Culvert In Various Road On Naranpur To Jamli Road Km 2/640, 2/850, 4/020 Ta.Uchchhal, Dist.Tapi. (Package No. Gj2604p3-Br02). Submission Date for this Tender is 15-02-2024. Culvert Tenders in Tapi Gujarat. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earthwork in excavation for structures as per drawing and technical specifications. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a All lead, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. |
| 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications.P.C.C Grade M 15 (1:2:4) |
| 3 | Reinforced Cement Concrete M 30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. |
| 4 | Reinforced Cement Concrete M 30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. |
| 5 | Providing and laying cement concrete wearing course M 30 grade including reinforcement (Fe-500D) complete as per drawing and technical specifications. |
| 6 | Reinforced Cement Concrete M 30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications.(r.wall) |
| 7 | Supplying, fitting, and placing TMT bar (FE-500D) reinforcement in superstructure complete as per drawing and technical specifications. |
| 8 | Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with TMT reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 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. |
| 9 | Drainage spouts complete as per drawing and technical specifications. |
| 10 | 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 614, 709, 1204.3.7 |
| 11 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification . |
| 12 | Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall |
| 13 | Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications. and Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications and Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. |
| 14 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification. |
| 15 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and All leadas per Technical Specification. (B) Reinforced Cement Concrete |
| 16 | Providing Designing Supplying and Installation of Extruded Bi-Axial Polypropylene 30 kn GeoGridIncluding all Labours & etc. Complete. |
| 17 | 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 earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a All leadincluding removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification. |
| 18 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a All lead as per Technical Specification. |
| 19 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and All lead as per Technical Specification. |
| 20 | Excavation for road way in soil by mechanical means including cutting and putting the earth to site of embankment up to a distance of 100m.including trimming bottom and side slopes in accordance of lines,grade and cross sections. as per Technical specification. |
| 21 | Construction of granular sub-baseby providingwell gradedmaterial, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with threewheel 80-100 kN static roller capacity to achieve thedesired density, complete as per Technical Specification. |
| 22 | Construction of granular sub-base Grade -II as per machine crushed metal of size 26.50mm to 9.50mm, 9.50mm to 2.36mm and below 2.36mm using material with by providing mixing in place meathod at OMC, carriage of mixedmaterial to work site spreading in uniform layers with motor grader on prepared surface and compacting with smoothwheel roller to achieve thedesired density, complete as per Technical Specification, Table No. 400-1B (By mix in Place Method) |
| 23 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Technical Specification. |
| 24 | Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification. |
| 25 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification. |
| 26 | 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. |
| 27 | 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. |
| 28 | Construction of temporary diversion with 7.50 m wide formation width & 5.50 m wide paved with necessary traffic safety devices as per IRC SP:55 having specified road crust of 200 mm thick GSB, 200mm thick WMM, Prime Coat, Tack Coat & 20mm thick MSS including surface necessary pavement markings including both side continuous edge marking / center marking with thermoplastic paint and road studs at every 18m intervals on both edges with necessary portable barricades with retro reflective paint in alternative yellow and white strips, construction zone signs covering advance warning zone, approach transition zone, work zone and terminal transition zone, necessary regulatory, warning and information signs, required red lanterns or warning lights with all signages having retro reflective sheet of high intensive grade and providing necessary 600mm dia 8 rows double row NP3 pipes and maintaining the same through out construction period till completion of project and including final dismantling and disposal of the same. |
| 29 | Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 60cms.rectangle as as per the design of IRC-67-1977 pre treated withphospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50 x 50 x 5mmpainted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade.. |
| 30 | Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areanot 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 M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification (Sign Board) |
| 31 | Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 30cms.rectangle as as per the design/drawing attached (IRC)pretreated withphospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications;3.1m longstand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mmpainted with best quality epoxy coatingsThe fixing at site shall be in 1:2:4 CC block of size 45x45x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade. |
| 32 | Chevron board: Providing and fixing board made out of 1.5 mm aluminium sheet / 3 mm ACP (Aluminium composite panch) : size 60 X 50 rectangular as per design of IRC : 67-2012. pre treated with phospheting process and acid etching coated with one coat of epoxy primer and two coats of best quality epoxy painthing reflective sheeting of Type- 4 as per ASIM D-4956 and latest MOST specification 3.3 mtr long stand post of iron Angle 75 x 75 x 6 mm / 65 NB circular MS pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3 mm. paited with best quality epoxy coating in black and white bends. The details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block size 45 x 45 x 60 cms. for each leg including excavation curing etc. complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting as per engineer in charge. |
| 33 | Providing and Fixing Logo Board of PMGSY as per standard design of National Rural Infrastructure development agency, diamond size (600 x 600mm) 3 mm thick ACM plate and board plate size (1100 x 300mm) 3 mm thick ACM plate and 2.4m deep length square hollow section (75 x 75 x 6mm) size including fitting and painting lettering with retroreflective sheeting class B as per drawing including fixing in CC M20 (450 x 450 x 600mm) as per IRC 67 |
| 34 | 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 & finished surface to be level, uniform and free from streaks and holes. |
| 35 | Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine injection high compressed molding with reflector made of MMC (prismatic type of size 12 cm x 6 cm x 2.5 cm) provided with bituminous adhesive 100g. with each unit for fixing. (High Intensity grade) |
| 36 | Providing and fixing safety barrier " W " shape as per M. O. S. T. Specification in channel 150 x 75 x 5.4 mm thick foundation bolts including fixing post in cement concrete 1:2:4 with necessary excavation including Hot deep galvanizing to steel work etc |
| 37 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications -(RCC Grade M-30) |
| 38 | Supplying, fitting and placingTMT bar (FE-500D) reinforcement in foundation complete as per drawings and technical specifications. |
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