Tender For Construction Of Rob At Lc Gate No. Sk-34 On Bhawanipur-Manash Road Under Construction Of Robs On 50:50 Cost Sharing Basis (Balance Work)
Tender Value
25.59 Crore
Estimated cost
Bid Submission
03 Nov 2026
11 days left
EMD
51.18 Lakhs
Bank guarantee accepted
Document Fee
30000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Barpeta → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Rob At Lc Gate No. Sk-34 On Bhawanipur-Manash Road Under Construction Of Robs On 50:50 Cost Sharing Basis (Balance Work)
BOQ
| Sl. No. | Item Description |
| 1 | ROB (Span over Railway line) : Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) I. Ordinary soil B. Mechanical Means (b) with dewatering (i) Depth upto 3 m |
| 2 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) I. Ordinary soil B. Mechanical Means (b) with dewatering (ii) Depth 3 m to 6 m |
| 3 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications II. With plasticiser A. PCC Grade M15 |
| 4 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications II. With plasticiser B. RCC Grade M25 Case-II. With Batching Plant, Transit Mixer and Concrete Pump |
| 5 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. including providing plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999 (Pile diameter-1200 mm) (1 no. extra pile for load test) |
| 6 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV) I. Initial load test |
| 7 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification including providing plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. (C) Using Batching Plant, Transit Mixer and Concrete Pump (ii) RCC Pile Cap M30 |
| 8 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in foundation complete as per draw ing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel) |
| 9 | Providing steel liner 08 mm thick for steining of wells/Pile including fabricating upto Full length and setting out as per detailed drawing (rate as per Assam PWD's approved rate) |
| 10 | (P) Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork With plasticiser (Masterplast PL-1/SPL-2 or equivalent ), airentraining and water reducing plasticiser (Masterplast PAE orequivalent) and accelerating plasticiser(Masterplast ACPL orequivalent) conforming to IS-9103-1999 G. RCC Grade M30 (For Pier including pier cap) (a) Height upto 5m Case-II. With Batching Plant, Transit Mixer and Concrete Pump |
| 11 | (P) Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork With plasticiser (Masterplast PL-1/SPL-2 or equivalent ), airentraining and water reducing plasticiser (Masterplast PAE orequivalent) and accelerating plasticiser(Masterplast ACPL orequivalent) conforming to IS-9103-1999 G. RCC Grade M30 (For Pier including pier cap) (b) Height 5m to 10m Case-II. With Batching Plant, Transit Mixer and Concrete Pump |
| 12 | (P) Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork With plasticiser (Masterplast PL-1/SPL-2 or equivalent ), airentraining and water reducing plasticiser (Masterplast PAE orequivalent) and accelerating plasticiser(Masterplast ACPL orequivalent) conforming to IS-9103-1999 H. RCC Grade M35 (For Pedestal) Case-II. With Batching Plant, Transit Mixer and Concrete Pump |
| 13 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per draw ing and technical specifications a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel) |
| 14 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/ fabricated structural steel, metal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH &S Specification complete as per drawing and approved technical specification. |
| 15 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork. (P) With plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. E. PSC Grade M-40 Case-II. Using Batching Plant, Transit Mixer and Concrete Pump (ii) For slab a) Height from 5m to 10m |
| 16 | Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications. a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel Jindal panther steel/ Shyam steel or equivalent) |
| 17 | Structural Steel Built up girder (BUG) Providing and launching steel truss of Structural steel BUG Super Structure including painting complete as per drawing and technical specifications under Section 1900 of MOST (1% RDSO inspection charge included) |
| 18 | Mastic Asphalt Providing and laying mastic asphalt wearing course complete as per drawing and Technical Specifications |
| 19 | Bituminous Concrete Providing and laying bituminous concrete complete as per drawing and Technical Specifications With rock dust as fillerWith VG-30 grade Bitumenfor Grading II ( 13 mm nominal size ) |
| 20 | Tack coat( Providing and applying tack coat with bitumen emulsion as per Technical specifications by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.) |
| 21 | Drainage Spouts complete as per drawing and Technical specification |
| 22 | Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification |
| 23 | RCC Crash Barrier(M 40 grade concrete) (RCC Crash Barrier including reinforcement complete as per drawing and Technical Specifications) |
| 24 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) |
| 25 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) |
| 26 | Construction of Spiral Stair case |
| 27 | Construction of Inspection Ladder |
| 28 | Viaduct : Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) I. Ordinary soil B. Mechanical Means (b) with dewatering (i) Depth upto 3 m |
| 29 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications II. With plasticiser A. PCC Grade M15 |
| 30 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications II. With plasticiser B. RCC Grade M25 Case-II. With Batching Plant, Transit Mixer and Concrete Pump |
| 31 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. including providing plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999 (Pile diameter-1200 mm) |
| 32 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in foundation complete as per draw ing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel) |
| 33 | Providing steel liner 08 mm thick for steining of wells/Pile including fabricating upto Full length and setting out as per detailed drawing (rate as per Assam PWD's approved rate) |
| 34 | Brick masonry work in cement mortar 1:3 in foundation (brick foundation for approach slab) |
| 35 | (P) Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork With plasticiser (Masterplast PL-1/SPL-2 or equivalent ), airentraining and water reducing plasticiser (Masterplast PAE orequivalent) and accelerating plasticiser(Masterplast ACPL orequivalent) conforming to IS-9103-1999 G. RCC Grade M30 (For Pier including pier cap) (a) Height upto 5m Case-II. With Batching Plant, Transit Mixer and Concrete Pump |
| 36 | (P) Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork With plasticiser (Masterplast PL-1/SPL-2 or equivalent ), airentraining and water reducing plasticiser (Masterplast PAE orequivalent) and accelerating plasticiser(Masterplast ACPL orequivalent) conforming to IS-9103-1999 G. RCC Grade M30 (For Pier including pier cap) (b) Height 5m to 10m Case-II. With Batching Plant, Transit Mixer and Concrete Pump |
| 37 | (P) Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork With plasticiser (Masterplast PL-1/SPL-2 or equivalent ), airentraining and water reducing plasticiser (Masterplast PAE orequivalent) and accelerating plasticiser(Masterplast ACPL orequivalent) conforming to IS-9103-1999 H. RCC Grade M35 (For Pedestal) Case-II. With Batching Plant, Transit Mixer and Concrete Pump |
| 38 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per draw ing and technical specifications a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel) |
| 39 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/ fabricated structural steel, metal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH &S Specification complete as per drawing and approved technical specification. |
| 40 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork. (P) With plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. E. PSC Grade M-45 Case-II. Using Batching Plant, Transit Mixer and Concrete Pump (ii) For I-beam & For I-beam & slab including launching of precast girders bylaunching truss upto 40 m span a) Height 5m to 10m |
| 41 | Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications. a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel Jindal panther steel/ Shyam steel or equivalent) |
| 42 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications |
| 43 | Mastic Asphalt Providing and laying mastic asphalt wearing course complete as per drawing and Technical Specifications |
| 44 | Bituminous Concrete Providing and laying bituminous concrete complete as per drawing and Technical Specifications With rock dust as fillerWith VG-30 grade Bitumenfor Grading II ( 13 mm nominal size ) |
| 45 | Tack coat( Providing and applying tack coat with bitumen emulsion as per Technical specifications by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.) |
| 46 | Drainage Spouts complete as per drawing and Technical specification |
| 47 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 48 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification I. With TATA make TMT CRS(Fe-500) grade rebar |
| 49 | RCC Crash Barrier(M 40 grade concrete) (RCC Crash Barrier including reinforcement complete as per drawing and Technical Specifications) |
| 50 | Filler joint : (i) Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. |
| 51 | (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. |
| 52 | (iii) Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. |
| 53 | (iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight |
| 54 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) |
| 55 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) |
| 56 | RE Wall : Embankment FillingSand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 57 | Reinforced Earth Retaining Wall: (Reinforced earth retaining walls including four main components of (a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material), (b) Facia material and its placement, (c) Assembling, joining with facing elements and laying of the reinforcing elements and (d) Earth fill with granular material which is to be retained by the wall complete as per Technical Specification and Drawings. I. 180mm thick, M-35 grade RCC Facing elements of shape and size as per design and drawing with bearing pads, joint fillers, tie strips, fastener and all accessories and consumable complete. |
| 58 | Reinforced Earth Retaining Wall (Reinforced earth retaining wall shall include following: a) Excavation for foundation including backfilling, b) Foundation concrete as per approved design, c) Cost of facial panels & their erection, d) Cost of reinforcing elements including their fixing and joining with the facia panels & e) Drainage arrangement including filter media as per approved design & drawings) II. Assembling, joining and laying of reinforcing elements B. With reinforcing element of synthetic geogrids |
| 59 | Reinforced Earth Retaining Wall (Reinforced earth retaining wall shall include following: a) Excavation for foundation including backfilling, b) Foundation concrete as per approved design, c) Cost of facial panels & their erection, d) Cost of reinforcing elements including their fixing and joining with the facia panels & e) Drainage arrangement including filter media as per approved design & drawings) III. Earth work including excavation, backfilling, grading and compaction with selected backfill soil in layers in Reinforced Earth works as per Technical specification and drawings. |
| 60 | Reinforced Earth Retaining Wall (Reinforced earth retaining wall shall include following: a) Excavation for foundation including backfilling, b) Foundation concrete as per approved design, c) Cost of facial panels & their erection, d) Cost of reinforcing elements including their fixing and joining with the facia panels & e) Drainage arrangement including filter media as per approved design & drawings) IV. Construction of PCC strips level footing (35cm x 15cm) in M-15 gradeconcrete complete as per technical specification and drawing. |
| 61 | Reinforced Earth Retaining Wall (Reinforced earth retaining wall shall include following: a) Excavation for foundation including backfilling, b) Foundation concrete as per approved design, c) Cost of facial panels & their erection, d) Cost of reinforcing elements including their fixing and joining with the facia panels & e) Drainage arrangement including filter media as per approved design & drawings) V. Providing 600mm drainage bay behind RE wall with compacted granular material as per technical specification and drawing. |
| 62 | Reinforced Earth Retaining Wall (Reinforced earth retaining wall shall include following: a) Excavation for foundation including backfilling, b) Foundation concrete as per approved design, c) Cost of facial panels & their erection, d) Cost of reinforcing elements including their fixing and joining with the facia panels & e) Drainage arrangement including filter media as per approved design & drawings) VI. Construction of crash barrier, parapet, coping beam with friction slab in M-30 grade concrete complete as per technical specification and drawing. |
| 63 | Pavement : Construction of Subgrade (Construction of sub-grade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirements of Technical specifications) |
| 64 | Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical specifications clause 401) (i) for grading- V Material |
| 65 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate as per Technical specificationnincluding 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 including lighting, barricading, and maintenance of Diversion, etc as pe Table 400.11 & 400.12 andTechnical specifications clause 406 ) |
| 66 | Prime coat (Providing and applying primer coat as per Technical specifications with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per as per Technical specification clause 502.) (i) Medium Porosity |
| 67 | Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Technical specification clause 503 (i) Normal Bituminous surface |
| 68 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 505. complete in all respect. II. With rock dust as filler A. With VG -30 grade bitumen (ii) for Grading II (19 mm nominal size ) |
| 69 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.507. complete in all respect. II. With rock dust as filler A. With VG -30 grade bitumen (ii) for Grading II (13 mm nominal size ) |
| 70 | Service Road : Excavation in Soil using Hydraulic Excavator Tippers with disposal all lead and lifts. (Excavation for roadwork in soil with hydraulic excavator of 0.9 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 location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3). |
| 71 | Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical specifications clause 401) (i) for grading- V Material |
| 72 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate as per Technical specificationnincluding 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 including lighting, barricading, and maintenance of Diversion, etc as pe Table 400.11 & 400.12 andTechnical specifications clause 406 ) |
| 73 | Prime coat (Providing and applying primer coat as per Technical specifications with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per as per Technical specification clause 502.) (i) Medium Porosity |
| 74 | Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Technical specification clause 503 (i) Normal Bituminous surface |
| 75 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 505. complete in all respect. II. With rock dust as filler A. With VG -30 grade bitumen (ii) for Grading II (19 mm nominal size ) |
| 76 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.507. complete in all respect. II. With rock dust as filler A. With VG -30 grade bitumen (ii) for Grading II (13 mm nominal size ) |
| 77 | Construction of Subgrade and Earthen Shoulders (Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirements of Technical specifications) |
| 78 | Padestrain Guard Rail : Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level (Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing) |
| 79 | Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the inneredge of the service road constructed with M-40 grade concrete with HYSD reinforcement 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 and approved drawing and at locations directed by the Engineer. |
| 80 | Drain work : Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)i) Ordinary soilA. a)Mechanical Means, with dewateringupto 3 m depth |
| 81 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications II. With plasticiser a) PCC Grade M15 |
| 82 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications II. With plasticiser c) RCC Grade M25 |
| 83 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per draw ing and technical specifications a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel) |
| 84 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 85 | Traffic signs, Road Marking and other Road Appurtenaces : Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2.0 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and signs(All steel work must be Tata/Sail/or any other approved brand) (i) 90 cm equilateral triangle |
| 86 | Traffic signs, Road Marking and other Road Appurtenaces : Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2.0 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and signs(All steel work must be Tata/Sail/or any other approved brand) (iii) 60 cm circular |
| 87 | Traffic signs, Road Marking and other Road Appurtenaces : Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2.0 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and signs(All steel work must be Tata/Sail/or any other approved brand) (v) 60 cm x 45 cm rectangular |
| 88 | Traffic signs, Road Marking and other Road Appurtenaces : Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2.0 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and signs(All steel work must be Tata/Sail/or any other approved brand) (vii) 90 cm side octagon |
| 89 | Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701) |
| 90 | Retro-Reflectorised Traffic SignsSupplying and installation of Retro Reflectorized Indicators, 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorized panels at the top, buried or pressed into the ground and conforming to IRC-79, all complete as per Technical specifications and as directed by the Engineer-in-charge.d) Object hazard marker |
| 91 | Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standardn specifications for street lighting, 10-12m high spaced 30 m apart, 1.8m overhang on oneside fixed on the footpath, fixed with 40W Solar panel lamp and fixed on the concrete foundation.) |
| 92 | Road Marking with Hot Applied Thermoplastic Compound (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. |
| 93 | Road Stud with Lense ReflectorProviding 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. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender