Gujarat State Rural Road Development Agency has published Widening And Strengthening Of Kharva To Hamapar Jaliyadevani Road Km.00 / 000 To Km.12 / 960. In The State Of Gujarat Under Pmgsy-Iii Scheme ( Batch-2 ) . Submission Date for this Tender is 10-12-2021. Road Work Tenders in Tal- Dhrol Dist- Jamnagar Gujarat. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | 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. (By Mechanical Means) |
| 2 | Demolition including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift.(i) R.C.C. Work |
| 3 | Demolition including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift. (ii) R.C.C |
| 4 | Removing all types of Hume pipes and stacking including all lead & lifts Earthwork and Dismantling of Masonry Works as per Technical Specification. |
| 5 | Scarifying the existing granular road surface to a depth of 150 mm and disposal of scarified material with all lead and lift as per Technical Specification |
| 6 | Excavation for roadwork in soil with hydraulic excavator of0.9 cum 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 site with all lead & lift as per Technical Specification |
| 7 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures or from borrow area graded by motor grader and compacted by using vibratory rollers of 80 to 100 kN static weight to meet requirement of Tables 300.1 and 300.2 as per Technical Specification including, watering rolling etc complete. |
| 8 | 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 all lead & lift as per Technical Specifications |
| 9 | 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 densityincludinglighting,barricatingandmaintenance of diversion, etc as per Technical Specification (Grade II material) |
| 10 | 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 weighttoachievethedesireddensityincludinglighting,barricatingandmaintenance of diversion, etc as per Technical Specification. |
| 11 | 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification (low porosity) |
| 12 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification. |
| 13 | Providing, laying and rolling of 20mm Open graded premix carpet (Thickness not less than 20 mm at any place) composed of 13.2 mm to 2.6 mm graded aggregate size@ 0.27 cum per 10 sqmusing with bitumenous binder @14.6 Kg per 10 sqm , laying 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 as per Technical Specification to be followed by seal coat of either Type Aas per Technical Specification. |
| 14 | Providing and laying seal coat of bitumen@9.8 kg/10 Sqm.sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type as per Technical Specification. |
| 15 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other typecoarse and using curing compound (where specified) and water finishing to lines and grade as perTechnical Specification. (R.C.C-M30) |
| 16 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as perTechnical Specification (English and Roman) |
| 17 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide as per technical specification fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on angle Iron post with primer and two coats of epoxy paint as per Specification. |
| 18 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post with primer and two coats of Epoxy paint as per technical Specification. |
| 19 | 600 mm x 500 mm rectangular(chevron sign) |
| 20 | 900 mm x 300 mm rectangular(Hazard sign) |
| 21 | 600 mm circular sign board(Speed limit) |
| 22 | 600 mm equilateral triangle(Cautionary sign) |
| 23 | 750 mm side octagon(Mandatory sign) |
| 24 | Providing and fixing of a typical design of PMGSY Informatory Sign Board “The board will be a composite unit consisting of three plates of Aluminum Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart Centre to Centre. The top of the middle plate will be flushed with the top of 75 mm dia. medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond Shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. ii). the lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing. |
| 25 | Providing and fixing logo board of Pradhan Mantri Gram Sadak Yojana as per standard design of National Rural Infrastructure Development Agency, diamond size (600 X 600 mm) 3 mm thick ACM plate and board plate size (1100 X 300 mm) 3 mm thick ACM plate and 2.4 m deep length square hollow section (75 X 75 X 6 mm) size including fitting and painting lettering with Retroreflective sheeting class B as per drawings incl. fixing in CC M20 (450 X 450 X 600 mm) as per IRC 67 and per MoRD, GR of 02.12.2019 for detailed specifications. |
| 26 | Providing and fixing of typical PMGSY Citizen’s information board as per drawing, 2 Nos. 4 mm thick ACM plate of 900 X 750 mm fixed at top and bottom duly welded diagonally with M.S square hollow section 75 x 75 x 5 mm thick as per standard design of National Rural Infrastructure Development Agency. Painting lettering with Retroreflective sheeting class B as per drawings square hollow section post duly embedded in M20 (600 X 600 X 750 mm). and per MoRD, GR of 02.12.2019 for detailed specifications. |
| 27 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per Technical Specification. 5th kilometer stone(precast) |
| 28 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per Technical Specification. Ordinary kilometer stone(Precast) |
| 29 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification. 200 meter stone(Precast) |
| 30 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per technical Specification. |
| 31 | Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant of MORD specifications. |
| 32 | 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. |
| 33 | Earthwork in excavation for structures as per drawing and technical specificationsincluding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a inculding all lead & lifts dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. |
| 34 | Providing concrete for plain/reinforced concrete in open foundations complete as pertechnical specifications (PCC M-10) |
| 35 | Plain/reinforced cement concrete in substructure complete as per technical specification. (PCC M-15) |
| 36 | Providing concrete for plain cement concrete in open foundations complete as pertechnical specifications. (P.C.C M-15) |
| 37 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification. (Granular material) |
| 38 | 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 technical specification. |
| 39 | Providing and laying filter material underneath pitching in slopes complete as per technical specifications. |
| 40 | Laying Cement Concrete Pipe NP3 (600mm) (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet |
| 41 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as pertechnical specification. |
| 42 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as pertechnical specifications. For Wearing Course (M 30) |
| 43 | Providing and laying in position FE 500D TMT bar reinforcement including cutting, bending, hooking and tying complete as per detailed drawings for Sub Structure |
| 44 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing andas per technical specifications. |
| 45 | Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling,concrete and masonry works in head walls and parapets.(1200 dia) |
| 46 | Reinforced cement concrete in Box culvert complete as per drawings and technical specification R.C.C M-30 |
| 47 | Reinforced cement concrete in Box culvert complete as per drawings and technical specification R.C.C M-20 |
| 48 | Providing and laying in position FE 500D TMT bar reinforcement including cutting, bending, hooking and tying complete as per detailed drawings for Sub Structure |
| 49 | Construction of flexible apron comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall |
| 50 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications. |
| 51 | 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 Fe- 500D 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 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). |
| 52 | Drainage spouts complete as per drawing and technical specifications |
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