Repair Of Road From Sawara More To Kumhartola Via Asanbani ( L-5.200 Km. ) Block-Chandankiyari, ( 2 ) Repair Of Road From Galgaltan Amdiha Road-Tekura Road ( L-1.700 Km. ) Block- Chandankiyari & ( 3 ) Repair Of Road From R.E.O. Road To Jhalbarda
Tender Value
2.45 Crore
Estimated cost
Bid Submission
28 Jan 2022
0 days left
EMD
4.91 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bokaro → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repair Of Road From Sawara More To Kumhartola Via Asanbani ( L-5.200 Km. ) Block-Chandankiyari, ( 2 ) Repair Of Road From Galgaltan Amdiha Road-Tekura Road ( L-1.700 Km. ) Block- Chandankiyari & ( 3 ) Repair Of Road From R.E.O. Road To Jhalbarda ( L-4.110 Km. ) Block-Chandankiyari.
BOQ
| Sl. No. | Item Description |
| 1 | 1. Repair of Road from Sawara More to Kumhartola via Asanbani (L-5.200 Km.) Clearing andgrubbing of road land including uprooting wild vegetation grass, bushes, shurbs, saplings and tress of girth upto 300 mm, removal of stumps of such tress cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000 mtrincluding removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification Clause 201 |
| 2 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1Free Lead |
| 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.11000m Lead |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.) |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.) |
| 6 | Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of roadsurface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per Technical specification clause 502 (including carraige of all materials , all taxes, royalty etc, all complete job) |
| 7 | 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 surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (including carraige of all materials , all taxes, royalty etc, all complete job) |
| 8 | Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m 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 Clause 504 (including carraige of all materials , all taxes, royalty etc, all complete job) |
| 9 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M-30 (grade) coarse and fine aggregate confirming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene fil, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation, including provision of contraction and expansion, consturction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14 days, including use of curing compound where specified andwater finishing to lines and grade as per drawing and technical specification clause 1501 (including carriage of all materials, all taxes, royalty etc. all complete job) |
| 10 | Kilometre Stone- Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)Ordinary Kilemetre stone (precast) - (350 x 250 x 1100mm) |
| 11 | Reinforced cement concrete M-15 grade local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)200 m stone (precast) - (15 cm x 10 cm x 65 cm) |
| 12 | Reinforced cement concrete M-15 grade wheel guard/F.I. post of standard design as per IRC 25 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) |
| 13 | Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25 x 25 x 5mm -do- -do- as per technicaal specification clause 1701and Annexure 1700.1 |
| 14 | Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701 |
| 15 | Providing and fixing of retro-reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801 |
| 16 | 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. |
| 17 | Earthwork in excavattion in all kinds of soil for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps and other deleterious material and disposal upto lead of 50 M, dressing of side in upto 3.0 m depth. |
| 18 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-10) (includingcarriage of materials, all taxes, royalty etc. compelte job) |
| 19 | Stone masonry work in cement mortar in foundatoin and plinth complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203Random Rubble Stone Masonary in C.M. (1:4) in f&p (including carriage of materials, all taxes, royalty etc. complete job) |
| 20 | Stone masonry work in cement mortar in substructure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203Random Rubble Stone Masonary in C.M. (1:4) in s/s (including carriage of materials, all taxes, royalty etc. complete job) |
| 21 | Plain/Reinforced cement concrete in substructure complete as per drawing and Technical Specifications(P.C.C. Grade M-15) (includingcarriage of materials, all taxes, royalty etc. compelte job) |
| 22 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 (including carraige of all materials , all taxes, royalty etc, all complete job) |
| 23 | Plastering with cement mortar (1:3), 15mm thick on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204 (including carraige of all materials , all taxes, royalty etc, all complete job) |
| 24 | 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 Clauses 614, 709, 1204.3.7 (including carriage of materials, all taxes, royalty etc. complete job) |
| 25 | White washing two coats on parapet walls as per technical specification clause 1915 |
| 26 | 2. Repair of Road from Galgaltan Amdiha Road-Tekura Road (L-1.700 Km.)Clearing andgrubbing of road land including uprooting wild vegetation grass, bushes, shurbs, saplings and tress of girth upto 300 mm, removal of stumps of such tress cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000 mtrincluding removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification Clause 201 |
| 27 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1Free Lead |
| 28 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.11000m Lead |
| 29 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.) |
| 30 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.) |
| 31 | Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of roadsurface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per Technical specification clause 502 (including carraige of all materials , all taxes, royalty etc, all complete job) |
| 32 | 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 surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (including carraige of all materials , all taxes, royalty etc, all complete job) |
| 33 | Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m 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 Clause 504 (including carraige of all materials , all taxes, royalty etc, all complete job) |
| 34 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M-30 (grade) coarse and fine aggregate confirming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene fil, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation, including provision of contraction and expansion, consturction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14 days, including use of curing compound where specified andwater finishing to lines and grade as per drawing and technical specification clause 1501 (including carriage of all materials, all taxes, royalty etc. all complete job) |
| 35 | Kilometre Stone- Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)Ordinary Kilemetre stone (precast) - (350 x 250 x 1100mm) |
| 36 | Reinforced cement concrete M-15 grade local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)200 m stone (precast) - (15 cm x 10 cm x 65 cm) |
| 37 | Reinforced cement concrete M-15 grade wheel guard/F.I. post of standard design as per IRC 25 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) |
| 38 | Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25 x 25 x 5mm -do- -do- as per technicaal specification clause 1701and Annexure 1700.1 |
| 39 | Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701 |
| 40 | Providing and fixing of retro-reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801 |
| 41 | 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. |
| 42 | Earthwork in excavattion in all kinds of soil for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps and other deleterious material and disposal upto lead of 50 M, dressing of side in upto 3.0 m depth. |
| 43 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 (including carraige of all materials , all taxes, royalty etc, all complete job) |
| 44 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-10) (includingcarriage of materials, all taxes, royalty etc. compelte job) |
| 45 | Stone masonry work in cement mortar in foundatoin and plinth complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203Random Rubble Stone Masonary in C.M. (1:4) in f&p (including carriage of materials, all taxes, royalty etc. complete job) |
| 46 | Stone masonry work in cement mortar in substructure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203Random Rubble Stone Masonary in C.M. (1:4) in s/s (including carriage of materials, all taxes, royalty etc. complete job) |
| 47 | Plain/Reinforced cement concrete in substructure complete as per drawing and Technical Specifications(P.C.C. Grade M-15) (includingcarriage of materials, all taxes, royalty etc. compelte job) |
| 48 | Plain/Reinforced cement concrete in substructure complete as per drawing and Technical Specifications(P.C.C. Grade M-20) (includingcarriage of materials, all taxes, royalty etc. compelte job) |
| 49 | Plain/Reinforced cement concrete in substructure complete as per drawing and Technical Specifications(P.C.C. Grade M-25 in Deck Slab) (includingcarriage of materials, all taxes, royalty etc. compelte job) |
| 50 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications (including carraige of all materials , all taxes, royalty etc, all complete job) |
| 51 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (including carraige of all materials , all taxes, royalty etc, all complete job) |
| 52 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 (including carraige of all materials , all taxes, royalty etc, all complete job) |
| 53 | Plastering with cement mortar (1:3), 15mm thick on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204 (including carraige of all materials , all taxes, royalty etc, all complete job) |
| 54 | 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 Clauses 614, 709, 1204.3.7 (including carriage of materials, all taxes, royalty etc. complete job) |
| 55 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8 |
| 56 | Providing and laying reinforced cement concrete pipe 1000mm dia NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 (including carraige of all materials , all taxes, royalty etc, all complete job) |
| 57 | White washing two coats on parapet walls as per technical specification clause 1915 |
| 58 | 3.Repair of Road from R.E.O. Road to Jhalbarda (L-4.110 Km.) Clearing andgrubbing of road land including uprooting wild vegetation grass, bushes, shurbs, saplings and tress of girth upto 300 mm, removal of stumps of such tress cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000 mtrincluding removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification Clause 201 |
| 59 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1Free Lead |
| 60 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.11000m Lead |
| 61 | Providing granual sub base course with local materials (Table 400.13) by mix-in-place method: normal construction of granular subbase by providing local material, spreading in uniform layers with tractor mounted grader on prepared surface, mixing by mix-in-place method with rotavator at once and compacting with smooth wheeled rollor to achieve the desired density complete as per clause 401.4 as per MORD technical specificationclause 408 (including carriage of materials, all taxes, royalty etc. complete job) |
| 62 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.) |
| 63 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.) |
| 64 | Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of roadsurface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per Technical specification clause 502 (including carraige of all materials , all taxes, royalty etc, all complete job) |
| 65 | 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 surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (including carraige of all materials , all taxes, royalty etc, all complete job) |
| 66 | Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m 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 Clause 504 (including carraige of all materials , all taxes, royalty etc, all complete job) |
| 67 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M-30 (grade) coarse and fine aggregate confirming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene fil, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation, including provision of contraction and expansion, consturction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14 days, including use of curing compound where specified andwater finishing to lines and grade as per drawing and technical specification clause 1501 (including carriage of all materials, all taxes, royalty etc. all complete job) |
| 68 | Kilometre Stone- Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)5th Kilemetre stone (precast) - (500 x 250 x 1525mm) |
| 69 | Kilometre Stone- Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)Ordinary Kilemetre stone (precast) - (350 x 250 x 1100mm) |
| 70 | Reinforced cement concrete M-15 grade local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)200 m stone (precast) - (15 cm x 10 cm x 65 cm) |
| 71 | Reinforced cement concrete M-15 grade wheel guard/F.I. post of standard design as per IRC 25 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) |
| 72 | Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25 x 25 x 5mm -do- -do- as per technicaal specification clause 1701and Annexure 1700.1 |
| 73 | Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701 |
| 74 | Providing and fixing of retro-reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801 |
| 75 | Stone masonry work in cement mortar in substructure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203Random Rubble Stone Masonary in C.M. (1:4) in s/s (including carriage of materials, all taxes, royalty etc. complete job) |
| 76 | Plain/Reinforced cement concrete in substructure complete as per drawing and Technical Specifications(P.C.C. Grade M-15) (includingcarriage of materials, all taxes, royalty etc. compelte job) |
| 77 | Providing 15mm thick cement plaster (CP) all complete job as per specification and direction of E/I including all royality, material, carriage etc. as per technical specification clause 613.4 & 1204 (including carraige of all materials , all taxes, royalty etc, all complete job) |
| 78 | White washing two coats on parapet walls as per technical specification clause 1915 |
| 79 | GST @ 12% |
| 80 | Labour Cess @ 1% |
AI Tender Summary
Tender Timeline
Jan 11, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 28, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 31, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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