Construction Of Minor Bridge On Puna Un Kosadi Khanjaroli Pipariya To Vareli Patana Road (Location 2/000) In Mandvi Block, Dist.- Surat (Package No. Gj2207p3br03)
Tender Value
1.90 Crore
Estimated cost
Bid Submission
11 Sep 2023
0 days left
EMD
3.81 Lakhs
Bank guarantee accepted
Document Fee
3600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Surat → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Minor Bridge On Puna Un Kosadi Khanjaroli Pipariya To Vareli Patana Road ( Location 2 / 000 ) In Mandvi Block, Dist.- Surat ( Package No. Gj2207p3br03 )
BOQ
| Sl. No. | Item Description |
| 1 | Marking out the centre line of the bridge & variousother component structure & complete liningout &leveling with the theodolites, levels, including constructing and establishing necessary bench marks etc. completeas directed. |
| 2 | 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 lead ofas per Technical Specification (B) Reinforced Cement Concrete |
| 3 | Providing flood gauge marks on substructure as perdesign including painting as per specifications and as may be directed etc. complete. |
| 4 | 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 |
| 5 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification |
| 6 | 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 , dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. (1)Qty. for 0.0 mt. to 3.0 mt. ht. |
| 7 | 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 disposalall lead , dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.Hard rock (requiring blasting) |
| 8 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications(RCC Grade M-15) (1:2:4) |
| 9 | Providing and fixing mild steel dowel bars of minimum 32 mm dia. for anchoring drilling holes in foundation strata including necessary bending hooking of dowel bars and grouting the holes complete as per detailed drawing and as directed. |
| 10 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications (RCC Grade M-30) |
| 11 | Supplying, fitting and placingTMT bar (FE-500D) reinforcement in foundation complete as per drawings and technical specifications |
| 12 | Filling annular space around footing in rock as per technical specification(P.C.C. Grade M-15) (1:2:4) |
| 13 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specificationRCC Grade M-30 (A) Height from 0.0 to 5.0 M.(1) Piers(2)Abutment (3) RCC return. 0-5 m |
| 14 | For 5 -10 m (RCC Grade M-30) |
| 15 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications (RCC Grade M-300) |
| 16 | Supplying, fitting, and placing TMT bar (FE-500D) reinforcement in superstructure complete as per drawing and technical specifications |
| 17 | Providing & fixing in position tar paper bearings as per detailed design and drawings and specifications etc. complete. |
| 18 | Providing and fixing mild steel dowel bars in pier caps or abutments caps for anchorage in fixed end as per detailed drawing includingcutting, bending and welding complete. |
| 19 | Providing and fixing mild steel dowel bars in pier caps or abutments caps for anchorage in free end as per detailed drawing includingcutting, bending and welding complete. |
| 20 | 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 |
| 21 | 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 specificationsand 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. |
| 22 | Providing and laying cement concrete wearing course M 30 grade including reinforcement (Fe-500D) complete as per drawing and technical specifications |
| 23 | 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. |
| 24 | Drainage spouts complete as per drawing and technical specifications |
| 25 | Providing and fixing Marble slab including engraving and painting complete.of following size (A)75cm x 60cm x 40mm |
| 26 | Reinforced Cement Concrete M 30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications |
| 27 | Providing Designing Supplying and Installation of Extruded Bi-Axial Polypropylene 30 kn GeoGridIncluding all Labours & etc. Complete. |
| 28 | 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,all lead of including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification |
| 29 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with all leadas per Technical Specification |
| 30 | Scarifying the existing road surface to a depth of 6 to 10 cm and disposal of scarified material with a lift upto 3 m and all leadas per Technical Specification |
| 31 | Excavation for roadwork in soil with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sectio, and transporting to the embankment work |
| 32 | Construction of shoulder as per Clause 407 with selected soil having C.B.R.value not less then 12 inclusive of all lead and lift providing 4% camber l/c operations like watering, rolling and compaction etc. |
| 33 | Construction of Granular sub-base Grade-II by providing well-graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in place method with rotavator at OMC and compactingsmooth wheel roller to achive the desired density, completeas per Technical Specification |
| 34 | 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 of achieve the desired density. Technical specification |
| 35 | (Prime Coat) Providing and applying primer coat with Bitumen (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 |
| 36 | (Tack Coat) 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/Granular surface cleaned with Hydraulic broom as per Technical Specification |
| 37 | 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 leads 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 |
| 38 | Mixed Seal Surfacing (MSS)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 |
| 39 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications |
| 40 | 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. |
| 41 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of encapsulated lens type reflective sheeting wide 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqmt 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 M15 grade cement concrete 450 x 450 x 600, 600 mm below ground level as per approved drawing and technical specification |
| 42 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of encapsulated lens type reflective sheeting wide 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqmt 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 M15 grade cement concrete 450 x 450 x 600, 600 mm below ground level as per approved drawing and technical specification(Regulatory/Mandatory Signs) |
| 43 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of encapsulated lens type reflective sheeting wide 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqmt 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 M15 grade cement concrete 450 x 450 x 600, 600 mm below ground level as per approved drawing and technical specification(Hazard Markers) |
| 44 | 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. |
| 45 | Providing and Fixing Logo Board of PMGSY size 600 x 600mm Diamond shape with 1 plate of size 900 x 250 mm made of 16 gauge sheet over frame of angle iron 25x25x3mm as per PMGSY specifications & drawing, painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel will be painted with primer and two coats of epoxy paint as per drawing(PMGSY Logo Board). |
| 46 | providing and layding hot applied the 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 . |
| 47 | Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine injuction 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. (Engineer grade) |
| 48 | 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. |
AI Tender Summary
Tender Timeline
Aug 29, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 11, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 12, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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