Gujarat State Rural Road Development Agency has published Tender For Construction Of Bridge On Kaseta Bhanpur Panam Kanjeta Road At Ch 7/400 Ta Dhanpur Dist Dahod. Work Description. Submission Date for this Tender is 21-03-2024. Bridge Work Tenders in dahod Gujarat. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Item Description |
| 2 | Setting out work completed with construction of reference benchmark/working benchmark (minimum 5per Km ), made of concrete M-10 of size 575x575x450mm with a base of size 900x900x100mm including white washing, marking of chainage, Levels etc.(As per drawing Annex-I) and reference pillars made of cut stone having minimun thickness 65 mm / precast concrete poles/concrete (M-10) filled AC pipes @ 100 m interval embaded in concrete base of M-10 of size 300x300x750mm on both sides of the formation width, marking on centre line setting out curves and recording of central line levels and other required levels and distances etc. including setting out of Cross Drainage structures with required reference pillers and marking etc. as directed by Engineer-in-Charge. The setting out work will be maintaind by the contractor till the completion of work. (A) Bench Mark |
| 3 | Reference Pillars |
| 4 | Providing flood gauge marks on substructure as perdesign including painting as per specifications and as may be directed etc. complete. |
| 5 | Providing masonry steps with cement pointing on approaches on both ends as directed. |
| 6 | Providing and laying- Fitter Media 600mm thick directed at the back of abutments, returns and wing walls as per detailed specifications. |
| 7 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (II) Sandy Material |
| 8 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lift, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.(I) Ordinary soil with all lead lift. |
| 9 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lift, dressing of sides and bottom and backfilling in trenches with excavated suitable material of (II) Ordinary rock (not requiring blasting) |
| 10 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lift, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. (IV) Hard rock (blasting prohibited) |
| 11 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (II) PCC Grade M -15 |
| 12 | Providing and fixing TMT (Fe-500D) steel dowel bars of minimum 32mm dia. for anchoring by drilling holes in foundation strata including necessary bending, hooking of dowel bars and grouting the holes complete as per detailed drawing and as directed. |
| 13 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 - RCC Grade M 30 |
| 14 | Supplying, fitting and placing TMT (Fe-500D) bar reinforcement for various R.C.C. component like Foundation, substructrue ( For Pier, Abutment, Pie cap & AButment Cap), Superstructure.RCC Road Work etc. complete as per drawings and technical specifications Clauses 1000, 1002, 1005, 1010 & 1202. |
| 15 | Filling annular space around footing in rock as per technical specification Clause 1203.4.3 - P.C.C grade M 15 |
| 16 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 - RCC Grade M 30 with all lead and lift. |
| 17 | Providing and laying reinforced cement concrete in for abutment cap and pier cap as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (For Abutment Cap & Pier Cap) ( RCC Grade - M-300) |
| 18 | Providing & fixing in position tar paper bearings as per detailed design and drawings and specifications etc. complete |
| 19 | Providing and fixing in position TMT Fe-500 (D) Steel dowel bars in pier caps or abutment caps for anchorage in fixed end as per detailed drawings including cutting, bending and welding complete. |
| 20 | Providing and fixing in position TMT Fe-500 (D) Steel dowel bars in pier caps or abutments caps for anchorage in free end as per detailed drawing including cutting, bending and welding complete. |
| 21 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC/PVC 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. |
| 22 | Providing and laying reinforced cement concrete in superstructureas per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (III) R.C.C. Grade M 30 |
| 23 | 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 Clauses 1207.2.3 |
| 24 | Providing and laying cement concrete wearing course M 30 grade including reinforcement (Fe-500D) complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 25 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 26 | Providing and fixing marble slab including engravingletters, number painting etc. complete. ( 75 cm x 60 cm x 4 cm ) |
| 27 | Reinforced Cement Concrete M 30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 |
| 28 | 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 Fe-500 (D) Steel 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 along with Yellow & Black Patta with necessary primer coat and 3 coats oil paintas per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) |
| 29 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto required depth, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, with all lead and lift including removal and disposal of top organic soilas per Technical Specification Clause 201. (II-A)By Mechanical Means In area of non-thorny jungle |
| 30 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and from borrow pits with all lead and lift, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 31 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 32 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. (Gr-II) |
| 33 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means |
| 34 | 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 Clause 502. |
| 35 | 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 Clause 503. |
| 36 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site with all lead and lift laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per Technical Specification Clause 504. (VG-30) |
| 37 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 (VG-30) |
| 38 | Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. |
| 39 | Road marking with Hot Applied Thermo Plastic Paint with Reflectorising Glass Bend on Bitumen surface. Providing and laying of hot appllied thermo plastic compound 2.5mm thick including reflectorising glass beads @ 250 gms. per Sqmt. area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC-35-2015. The Finished surface to be level, uniform and free from streaks and holes. Zebra patta /bump patta/lane/center line/edge line/ cut patta. the white color line should provide liminance coefficient on cement road shall be min 130 mcd/m2/lux and asphalt road shall be min 100 mcd/m2/lux during the service life suring day time the marking should meet the perfomance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned in the section of IRC 15:2015. warranty for retroreflectivity shall be two years |
| 40 | 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 Clause 1701 |
| 41 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 42 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Iv) R.C.C grade M 20 |
| 43 | Providing and layingrubble pitching of 30.0 cm. thick with filling the sand in the interstices & C.C. 1:3:6 panelling at 3.0 mt. C/C and 30 cms. x 30 cms. panel wall as per the detailed drawing with necessary excavation and providing water chuts of C.C. 1:3:6 at 24.00 mt. C/C providing pointing on rubble pitching in CM 1 : 3 etc. complete. |
| 44 | 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 810 including necessary excavation of Post, providing Levelling course M-10 (Size 0.65x0.65x0.10 m) & foundation concrete in M-200 (Size 0.5x0.5x0.15 + 0.3x0.3x0.70) as per requirement and instruction from engineer in charge. |
| 45 | Providing Designing Supplying and Installation of Extruded Bi-Axial As per Govt. GR No Polypropylene 40 kn GeoGridIncluding all Labours & etc. Complete. |
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