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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.6 CrAccepted-AOC 3RD FLOOR BALAJI POINT OPP MARWARI HOSPITAL ATHGAON GUWAHATI KAMRUP M ASSAM PIN 781001 | KAMRUP METRO | ASSAM | 781001 | ₹46.6 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹48.7 CrRejected-Finance BAIKUNTHAPUR HOUSE NO 77 PO LAIMEKURI PS JONAI DISTRICT DHEMAJI PIN 787060 | DHEMAJI | DHEMAJI | ASSAM | 787060 | ₹48.7 Cr | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | M/s Purbanchal Suppliers & Contractors L2 | Sunwin Energy and Infra Pvt Ltd L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. In area of light jungle | 0.72 | ha | 50,025 ₹36,018 | 50,000 ₹36,000 |
| 2.00 | Dismantling of Structures (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 lead of 1000 metres) Plain Cement concrete structures | 450 | cum | 352 ₹1.6 L | 350 ₹1.6 L |
| 3.00 | Dismantling of Structures (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 lead of 1000 metres) RCC structures including reinforcement | 213 | cum | 1,110 ₹2.4 L | 1,100 ₹2.3 L |
| 4.00 | Embankment Construction with Material Obtained from Borrow Pits 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 comp g acting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 39,617.6 | cum | 351 ₹1.4 Cr | 350 ₹1.4 Cr |
| 5.00 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade 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 requirement of table (300-2) (a), (Including cost of testing of materials at site and laboratory as directed by the deptt.) | 1,242 | cum | 402 ₹5.0 L | 400 ₹5.0 L |
| 6.00 | Plant Mix Method (Construction of granular sub-base by providing clos egraded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per cl.401 (Including cost of testing of materials at site and laboratory as directed by the deptt.) GSB - grading-II Material | 978.41 | cum | 2,103 ₹20.6 L | 2,100 ₹20.5 L |
| 7.00 | Wet Mix Macadam (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 sb-base/base course Using crushable screening such as moorum gravel for Gr.IIon well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) | 1,798.01 | cum | 3,510 ₹63.1 L | 3,500 ₹62.9 L |
| 8.00 | Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (Including cost of testing of materials at site and laboratory as directed by the deptt.) | 13,045.52 | Sqm | 16 ₹2.1 L | 16 ₹2.1 L |
| 9.00 | Surface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. Bitumen (S-65) | 6,522.76 | Sqm | 69 ₹4.5 L | 70 ₹4.6 L |
| 10.00 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam (Gr.-II) 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 hydro static paver finisher with sensor control to the reqd. grade, lavel and alignment, rolling with smooth wheeled, vibratory and tandemrollers to achieve the desired compaction as per MoSRT & Hcl. no.507 complete in all respect. (including carriage of mixed materials upto10.0 Km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the deptt.) | 391.37 | cum | 11,520 ₹45.1 L | 11,500 ₹45.0 L |
Tender Value
₹46.6 Cr
EMD Value
₹93.3 L
Closing Date
24 Dec 2025, 2:00 pmClosed
CE, PWD(Roads), Assam, Chandmari, Ghy-3
CE, PWD(Roads), Assam, Chandmari, Ghy-3
ASOM_MALA_3.0_25_26_70 Construction of RCC Br No. 1/1 (450M) Over river Simen including Approch Road and Protection work stating at Napam Kuli bazer Mangalbaria Kachari PMGSY Road under Asom Mala 3.0 for the year of 2025-26
2025_PWD_49042_1
CE/DEV/TB/116/2025-26/70 Dtd- 26.11.2025
Open Tender
Civil Works – Roads
730 days
Dhemaji
Please refer Tender Documents
5 documents required · 5 mandatory
₹20,000
₹93.3 L
Yes
CE, PWD(Roads), Assam, Chandmari, Ghy-3
13 Mar 2026
4 Dec 2025
24 Dec 2025
4 Dec 2025
24 Dec 2025
11 Dec 2025
4 Dec 2025 - 9 Dec 2025
10 Dec 2025
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. In area of light jungle
Dismantling of Structures (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 lead of 1000 metres) Plain Cement concrete structures
Dismantling of Structures (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 lead of 1000 metres) RCC structures including reinforcement
Embankment Construction with Material Obtained from Borrow Pits 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 comp g acting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Construction of Subgrade and Earthen Shoulders (Construction of subgrade 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 requirement of table (300-2) (a), (Including cost of testing of materials at site and laboratory as directed by the deptt.)
Plant Mix Method (Construction of granular sub-base by providing clos egraded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per cl.401 (Including cost of testing of materials at site and laboratory as directed by the deptt.) GSB - grading-II Material
Wet Mix Macadam (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 sb-base/base course Using crushable screening such as moorum gravel for Gr.IIon well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )
Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (Including cost of testing of materials at site and laboratory as directed by the deptt.)
Surface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. Bitumen (S-65)
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam (Gr.-II) 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 hydro static paver finisher with sensor control to the reqd. grade, lavel and alignment, rolling with smooth wheeled, vibratory and tandemrollers to achieve the desired compaction as per MoSRT & Hcl. no.507 complete in all respect. (including carriage of mixed materials upto10.0 Km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the deptt.)
Bituminous Concrete (Providing and laying bituminous concrete (Gr.-II) 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 hydro static 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&Hcl.no.509. complete in all respect. (including carriage of mixed materials upto 10.0 Km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the deptt.)
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick fixed on an angle iron of 25x25x4 mm supported on amild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and sign. (All the Steel work must be Tata/Sail/ or any other approved brand) 90 cm equilateral triangle Cautionary Sign
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick fixed on an angle iron of 25x25x4 mm supported on amild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and sign. (All the Steel work must be Tata/Sail/ or any other approved brand) '60 cm circular 'Mandatory Signs
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick fixed on an angle iron of 25x25x4 mm supported on amild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and sign. (All the Steel work must be Tata/Sail/ or any other approved brand) 80 cm x 60 cm rectangular
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick fixed on an angle iron of 25x25x4 mm supported on amild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and sign. (All the Steel work must be Tata/Sail/ or any other approved brand) Chevron Signs at Bend
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick fixed on an angle iron of 25x25x4 mm supported on amild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and sign. (All the Steel work must be Tata/Sail/ or any other approved brand) Chevron Signs at Sharp Bend
Direction and place identification sign more than 0.9 sqm size board: Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9 sqm fixed on an angle iron of 25x25x4mm supported on a mildsteel angle ironpost 75mmx75mmx6mm, 2nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing an design. (All the Steel work must be Tata/ Sail/ or any other approved brand)
Kilometre Stone (Reinforced cement concrete M15 grade kilometre stone of standard design as perIRC:8-1980, fixing inposition including painting and printing etc) Hectometer stone (Precast)
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
Providing and laying of hot applied thermoplastic compound 2.5mm 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 and conforming to the MoSrt&H specifications Lane/centreline/edge marking/transverse and any other marking
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty
and free maintenance.
Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mm x 125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/ 3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance for one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician) a) Bi-directional Stud
Tree reflector made of heigh inten sity grade retro-reeflectoriseed sheeting fixed over aluminium sheeting of 2mm/0.28mm thick firmlyfixed with necessary galvanized nail. a) 150mm dia/150mmx150mm.
Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) English and Roman
Gantry:-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 back filling with approved materials.
Plain/Reinforced cement concrete in open foundation complete as drawing and technical specifications. PCC M20
Plain/Reinforced cement concrete in open faoundation complete as per drawing and technical specifications. RCC Grade M-25,
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. (b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
Aluminium alloy or galvanized steel stretles and trusses of sections and tied as per structural design requirements and approved plans.
Providing and erecting and place identification retro-reflectorised sign as per IRC-67 made of encasulated lense type reflective sheeting vide clause No. 1701.2.3, fixed over aluminium sheeting, 2mm thick with area exceeding 0.9 sqm supported on a mild steel single and angle iron post 75x75x6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45x45x60 cm, 60 cm below ground level as per approved drawing.
RCC Box culvert Excavation for Structures (Earthwork 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) upto 3m depth
Plain/Reinforced cement concrete (M-15) in open foundation complete as per drawing and technical specification including steel shuttering formwork.
Plain/Reinforced cement concrete (M-25) in open foundation complete as per drawing and technical specification including steel shuttering formwork.
Supplying, fitting and placing TMT IS:1786 Fe500D bar reinforcement in foundation complete as per drawing and technical specifications TMT-IS1786 (Fe-500D) Primary Producer (TATA /SAIL /EsserSteel/ Jindal panther steel/ Shyam steel or equivalent)
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification (b) Random Rubble Masonry
Plain/Reinforced cement concrete (M-30), in substructure complete as per drawing and technical specification and steel shuttering formwork
Supplying, fitting and placing TMT IS:1786 (Fe500) bar reinforcement in sub-structure complete as per drawing and technical specifications TMT-IS1786 (Fe-500D) Primary Producer (TATA /SAIL /EsserSteel/ Jindal panther steel/ Shyam steel or equivalent)
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause2504.2.2. of MoRTH specifications to a thickness of not less than 600mm with smaller size to wards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
Furnishing and Placing Reinforced / Prestressed cement concrete (M-25) in super-structure as per drawing and Technical Specification including steel shuttering formwork.
Furnishing and Placing Reinforced / Prestressed cement concrete (M-30) in super-structure as per drawing and Technical Specification including steel shuttering formwork.
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe500D reinforcement in super-structure including splicing complete as per drawing and technical specifications TMT-IS1786 (Fe-500D) Primary Producer (TATA /SAIL /EsserSteel/ Jindal panther steel/ Shyam steel or equivalent)
Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, Wing wall with 100mm 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
Drainage spouts complete as per drawing and Technical specification
Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20mm, covered with 12mm thick, 200mm wide galvanised wieldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surfaces of the deck concrete, welding of 8 mm dia, 100 mm long galvanized nails spaced 300mm C/C along the centerline of the plate, all as specified in clause 2604.)
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
Painting on concrete surface (Providing and applying 2coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface
Painting on concrete surface (Providing and applying 2coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For RCC Railing
Printing New Lettering and Figures of any Shade Printing new letter any figures of any shade with synthetic enamle paint black or any other approved colour to give an even as per drawings and technical specification clause 1701 ii) English and Roman
Earth work in excavation for foundation of structures as per drawings and technical specification clause 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deeleterious matter and disposal up to 50m., dressing of sides and bottom and back filling in trenches with excavated suitable material. I. Ordinary soil A. Manual means (I) upto 3.0m depth
Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification.
Plain/Reinforced cement concrete, in well foundation comp
lete as per drawing and technical specification including steel shuttering formwork. 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 Well Curb Concrete (M-25 Grade)
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. 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 Bottom Plug Concrete (M-25 Grade)
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. 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 Intermediate Plug Concrete(M-25 Grade)
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. 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 Well Steining concrete(M-25 Grade)
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. 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 Well Steining concrete(M-25 Grade)Well Top Plug Concrete(M-25 Grade)
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. 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 Well Steining concrete(M-25 Grade) Well cap concrete(M-25 Grade)
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. 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 Depth below bed level upto 3.0m.
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. 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 Beyond 3m upto 10m depth
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. 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 Beyond 10m upto 20m
Sand filling in wells complete as per drawing and technical specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification.
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. 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 H. RCC Grade M35 Case II - (With Batching Plant, Transit Mixer and Concrete Pump) c) Height above 10m
Sand filling in wells complete as per drawing and technical specifications
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)
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification i. Granular material.
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-9103-1999E. RCC Grade M-40 Case II- Using Batching Plant, Transit Mixer and Concrete Pump (ii) For T-beam & slab c. Height above 10m
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-9103-1999E. G. PSC Grade M-50 (i) For cast-in-situ box girder, segmental construction and balanced cantileve c) Height above 10m
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500D 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)
High tensile steel strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
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 For Footpath B. RCC Grade M-25 Case II- Using Batching Plant, Transit Mixer and Concrete Pump (i) For solid slab super-structure c. Height above 10m
Drainage Spouts complete as per drawing and Technical specification
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
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 specification.
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 instruction for installation
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
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, meatal 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. i)Fixed
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, meatal 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. ii)Free
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, meatal 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. iii)Sliding
Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. i)Fixed
Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. ii)Free
Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. iii)Sliding
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork 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. PSC Grade M-50 For cast-in-situ box girder, segmental construction and balanced cantilever Seismic Restrainer (M50)
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. (A) For Plain surface
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. (B) For RCC Railing
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m. complete as per technical specification.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 Nominal mix (1:2.5:5)
Providing and laying pitching on slopes laid over prepared filter media as per drawing and Technical Specification Clause 1302 (i) Stone/Boulder
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