Tender For Construction Of New Box Culvert On Local Khadi On Jamankuwa-Rataniya-Nanicher-Moticher-Limdgha Road Km 0/0 To 12/0 (Km 3/90 To 4/00) (Crif-2025-26)
Tender Value
1.17 Crore
Estimated cost
Bid Submission
23 Sep 2026
9 days left
EMD
1.18 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
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of New Box Culvert On Local Khadi On Jamankuwa-Rataniya-Nanicher-Moticher-Limdgha Road Km 0/0 To 12/0 (Km 3/90 To 4/00) (Crif-2025-26)
BOQ
| Sl. No. | Item Description |
| 1 | Dismentaling the existing structure including removing and stacking the dismentelled materials as and where directed. (A) R.C.C. work |
| 2 | Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (C) By mechanical means in area of light jungle. |
| 3 | Diversion of watercourse / providing cofferdam and bund or island as may be necessary for foundation and maintaining the same for the period as may be necessary. |
| 4 | Providing masonry steps with cement pointing on approaches as directed. |
| 5 | Excavation for foundation in sand, gravel, clay soft soils & murrum etc. including sorting and strutting and dewatering as necessary and disposing of excavated stuff as directed. With all lead & lift. (A) Depth upto 3.0 M. |
| 6 | (B) Depth from 3.0 to 6.0 M. |
| 7 | Providing & filling in foundation as base course with ordinary cement concrete of M 15 mix and providing necessary vertical pin headers including formwork vibrating ramming & curing complete. |
| 8 | Providing and casting in situ controlled cement concrete M-30 for R.C.C. box, Approach slab & Retaining wall as per drawings including centering huttering, scaffolding where necessary, laying vibrating, curing and finishing complete. Height from 0 to 5 mt. |
| 9 | Providing and laying Stone Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. |
| 10 | Providing and laying rubble for apron (each stone weighing not less than 40 Kg.) including hand packing and filling in the interstices with quarry spall. |
| 11 | Providing & laying weep hole in Abutments, and returns by using P.V.C pipe of 100mm including laying in proper grade and jointing the completed as per detailed specification. |
| 12 | Providing and casting in situ controlled cement concrete of M 40 for wearing coat laid as directed including tamping vibrating finishing curing and filling in joints with bitumen complete. |
| 13 | Providing and fixing in position Fe-500D TMT bar reinforcement including cutting, bending, hooking, tying and welding complete and including forming the cage and lowering it in position. (For side wall, intermediate wall, top slab, bottom slab of box culvert, Approach slab, wearing coat, Retaining wall and head wall face) |
| 14 | 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 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). |
| 15 | Providing G.I. 100 mm. diameter water spouts including necessary iron gratings as per drawings. |
| 16 | Providing and laying Filter Media 600mm Thick directed at the back of Abutment, return and wing walls as per detailed specification. |
| 17 | Providing and filling Grannular material of C=0Kg/Sq. ∅>30 of layer of 900mm thickness in Layers including ramming and watering complete. |
| 18 | Picking of the bituminous surface using JCB excavator or by any mechanical means,clearing and removal of loose and unsuitable materialnon the road surface including cost of fuel, oil, lubricant, labour charges and disposal of loose unsuitable materialnon the site to the disposal site as directed by Engineer in charge. |
| 19 | Earth work for embankment having CBR not less than 5% including breaking clods dressing with all lead and lift and including watering, rolling, and consolidation of subgrade in layers at O.M.C. to required dry density including filling the depressing which occur during the process using Vibratory roller 8T to 10T. |
| 20 | Back filling between returnwall shall be selected soil having properties as C=0Kg/Sq. ∅=30° for embankment including breaking clods dressing With all lead and lift and including watering, rolling, and consolidation of subgrade in layers at O.M.C. to required dry density including filling the depressing which occur during the process using Vibratory roller 8T to 10T. (E) From Borrow area With all lead & lift. |
| 21 | Filling available excavated earth / wethered rock in trenches,sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each disposited layer by ramming and watering. |
| 22 | Construction of compacted coarsed granular subbase 200 mm thick (Grade-III crushed B.T materials of 26.5 mm to 9.5 mm @ 68 %, 9.5 mm to 4.75 mm @ 12 % Below 4.75 mm @ 20 %) by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of a mix material to work site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve desire density, complete clause as per 401. |
| 23 | Construction of 200 mm thick compacted coarsed granular subbase (Grade-I crushed B.T materials of 53 mm to 26.5 mm @ 35 %, 26.5 mm to 4.75 mm @ 45% Below 2.36 mm @ 20 %) by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of a mix material to work site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve desire density , complete clause as per 401. |
| 24 | Providing and laying wet mix base course macadam 250 mm in Two layer using machine crushed chips as per required gradation mixing with required optimum quantity of water conveying the mix to site and spreading to grade and camber with mechanical paver consolidation by vibratory roller including material, labour, plant and machinery and equipment etc. complete. |
| 25 | Providing and laying 60 mm DBM in single layer using crushed stone aggregate BT chips as per required gradation and using emulsion asphalt as a tack coat @ 2.5 kg / 10 sqmt and the VG-30 grade asphalt at 45 kg/MT) by total weight of mix hot laid process using hot mix plant including heating and mixing asphalt & materials by drum mix process transporting the mix and laying by paver finisher including consolidation with vibratory roller including cost of material, labour, machinery equipment and fuel, oil, lubricant for plant and machinery using contractor's own plant and machineries etc. complete. |
| 26 | Providing and laying 30 mm Bitumen concrete using crushed stone aggregate BT chips as per required gradation and the VG 30 grade asphalt at 54 kg/MT) by total weight of mix hot laid process using hot mix plant including heating and mixing asphalt & materials by hot mix process transporting the mix and laying by paver finisher including consolidation with vibratory roller including cost of material, labour, machinery equipment and fuel, oil, lubricant for plant and machinery using contractor's own plant and machineries etc. complete. |
| 27 | Providing and applying priming coat with emulsion SS1 grade at the rate of 7.50 kg / 10 Sq.mt. including cost of asphalt and preparing the surface heating and applying etc. complete. |
| 28 | Road marking with hot applied thermo plastic paints with reflectorising glass beads on bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm thick includlng reflectorsing glass beads@ 250 gms per sqm area, thickness of 2.5mm is excluding of surface applied glass beds as per IRC-35 2015. The finished surface to be level,uniform and free from sreaks and holes. zebra patta/bump patta lane/center line/edge line/cut patta. The white color marking should provide liminance coefficent on cement road shall be min 130mcd /m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time reflectivity,wet reflectivity and skid resistnce as mentioned in the section 15 of IRC35-2015. warrenty for retro reflectivity shall be two years. |
| 29 | Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T. Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof 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 from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting. |
| 30 | Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite Panel); size 90x30 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 1.8mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof 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 from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting. |
| 31 | Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60 cms. Dia Circle as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof 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 from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting. |
| 32 | Providing and fixing hectometer as per I.R.C. type design including painting lettering etc. complete fixing in C.C. 1:5:10. |
| 33 | Providing and erecting a 'W' metal double 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 center to center, 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 confirm 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. |
| 34 | Cat Eye/ Road Stud / RPM: Supplying Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panles with micro prismatic lens (No Glass lens) capable of providing total internal reflection of light entering the lens face and shall support a load of 13635 kgs. tested in accordance to ASTM D 4280 Type H and Complyinh to Specification of Category A of MORTH Circular No RW/NH/33023/10-97 -Do III Dt 11.06.1997. The height, width and length shall not exceed 20mm, 130 mm and 130mm and with minimum reflective area of 13 sqcm on each side and the slope to the base shall be 35+/-5 degrre. The body of the marker should having finger grip for easy and accurate placement and application with epoxy/ bituminous Adhesive as recommended by the manufacturer of the marker. The color of the marker should be as per the IRC 35-2015 and as directed by Engineer-in-charge. |
| 35 | Providing and casting in situ controlled cement concrete of M-25 for R.C.C. retaining wall as per drawings including centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing complete. (0 to 5 mt) |
| 36 | Providing and casting in situ ordinary cement concrete M- 200 for Kerbs / Kerb blocks including formwork, curing and finishing complete. |
| 37 | Close Graded Premix Surfacing / Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) aggregates using penetration grade bitumen to the 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 Smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade.) |
| 38 | Diversion sing board :-Providing & Fixing sign boards made out of 2mm aluminium sheet, size 180 x 60 cms. rectangle as per the attached drawing pre treated with phospheting process & acid etching. coated with one coat of epoxy priemr and two coats of best quality epoxy paint reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications;Letters and numerals should be as per IRC-30-1968,3.1m long (2nos) stand post and frame fabricated from iron angle of 35x35x3mm, 50x50x5mm painted with best quality epoxy coatings in blak and white bends. The fixing at site shall be in 1:2:4 CC block of size 45 x 45x 60cms for each leg, including excavation curing etc. complete under the supervision of engineer in charge. (A) Engineer Grade (VR). |
| 39 | Supplying and fixing reinforced concrete heavy duty non- pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slopes of I.S. 458 I 1971 Class NP4 casted by vertically vibrated technology of following internal diameter. 1200mm dia. |
| 40 | Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 casted by vertically vibrated technology of following internal diameter. 1000mm dia. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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