Public Works Roads Department has published Construction/Improvement Of (I) Road From Bapujinagar To Shiva Dham Road With Rcc Drain, Stone Masonry Guard Wall (Ii) Road From 2 No. Bhabanipur To Shiva Mandir Road With Rcc Drain, Stone Masonry Guard Wall (Iii) Open Brick Drain At Madhuban Path (Iv) Su. Submission Date for this Tender is 13-02-2024. Road Work Tenders in guwahati Assam. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | i) Bapujinagar to Shiva Dham : Removal of unsuitable soil including excavation loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separately as per clause 303.5.2 as per Technical specification Clause 302.3.11 |
| 2 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs with all lifts and leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of table 300.2 with a lead upto 1000 m. as per technical specification clause 303.1 (a)From Private land |
| 3 | Granular Sub -base with Well 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. ii ) For Grading II Material |
| 4 | WBM Grading 3 Using stone sceening Type- B 11.2mm for Gr. III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means. |
| 5 | Interlocking concrete block pavement Providingand laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504.A) Including Edge block/ Edge restraints |
| 6 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203"(I)RCC Grade M20 (Nominal mix (1:2:4) |
| 7 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar(From Primary producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam steel/ RINL) in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 |
| 8 | Guard Wall Earth work in excavation of foundation of structures as per drawing and technical specifications Clause 305.1,including setting out,construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and backfilling with approved material. I.Without Dewatering |
| 9 | Removal of unsuitable soil including excavation loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separately as per clause 303.5.2 as per Technical specification Clause 302.3.11 |
| 10 | Providing and laying of dry rubble floorig complete as per drawings and technical specifications clause 1303.3 |
| 11 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 12 | Stone Masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600, 1202 & 1203 in 1:4 cement mortar |
| 13 | 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 |
| 14 | Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification. |
| 15 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material |
| 16 | Guard Wall Earth work in excavation of foundation of structures as per drawing and technical specifications Clause 305.1,including setting out,construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and backfilling with approved material. I.Without Dewatering |
| 17 | Removal of unsuitable soil including excavation loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separately as per clause 303.5.2 as per Technical specification Clause 302.3.11 |
| 18 | Providing and laying of dry rubble floorig complete as per drawings and technical specifications clause 1303.3 |
| 19 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 20 | Stone Masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600, 1202 & 1203 in 1:4 cement mortar |
| 21 | Loading and Unloadingby manual means B) stone aggregates |
| 22 | 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 |
| 23 | Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification. |
| 24 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material |
| 25 | Guard Wall Earth work in excavation of foundation of structures as per drawing and technical specifications Clause 305.1,including setting out,construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and backfilling with approved material. I.Without Dewatering |
| 26 | Removal of unsuitable soil including excavation loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separately as per clause 303.5.2 as per Technical specification Clause 302.3.11 |
| 27 | Providing and laying of dry rubble floorig complete as per drawings and technical specifications clause 1303.3 |
| 28 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 29 | Stone Masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600, 1202 & 1203 in 1:4 cement mortar |
| 30 | Loading and Unloadingby manual means B) stone aggregates |
| 31 | 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 |
| 32 | Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification. |
| 33 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material |
| 34 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar(From Primary producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam steel/ RINL) in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 |
| 35 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203"(I)RCC Grade M20 (Nominal mix (1:2:4) |
| 36 | Providing, fitting and fixing of MS channels and RS joist over footpath, drain as drain cover and approach slab including welded the channel and placed over joists including all labour and transporatation etc. As per drawing and technical specifications |
| 37 | Providing & fixingof retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 8 mm 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 drawings and technical specification Clause 801i) 600 mm equilateral triangle |
| 38 | Providing & fixingof retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 8 mm 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 drawings and technical specification Clause 801ii) 600mm circular |
| 39 | Routine Maintenance for 1st Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 40 | Routine Maintenance for 2nd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 41 | Routine Maintenance for 3rd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 42 | Routine Maintenance for 4th Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 43 | ii) Improvement of Samannay path : Removal of unsuitable soil including excavation loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separately as per clause 303.5.2 as per Technical specification Clause 302.3.11 |
| 44 | Dismantling of existing structure 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 ) Rubble Masonry |
| 45 | Dismantling of existing structure 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 ) ii) By Mechanical Means |
| 46 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs with all lifts and leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of table 300.2 with a lead upto 1000 m. as per technical specification clause 303.1 (a)From Private land |
| 47 | Granular Sub -base with Well 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. ii ) For Grading II Material |
| 48 | WBM Grading 2 Using stone sceening Type- B 13.2mm for Gr. III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means. |
| 49 | WBM Grading 3 Using stone sceening Type- B 11.2mm for Gr. III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means. |
| 50 | Prime coat (Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.) |
| 51 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 52 | 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.509. complete in all respect. (including carriage of mixed materialswith all leads and lifts from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) I. With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) B. with Polymer modified bitumen 70 i. for Grading-I ( 19 mm nominal size ) |
| 53 | CC Drain Earth work in excavation of foundation of structures as per drawing and technical specifications Clause 305.1,including setting out,construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and backfilling with approved material. I.Without Dewatering |
| 54 | Removal of unsuitable soil including excavation loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separately as per clause 303.5.2 as per Technical specification Clause 302.3.11 |
| 55 | Providing and laying of dry rubble floorig complete as per drawings and technical specifications clause 1303.3 |
| 56 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 57 | Stone Masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600, 1202 & 1203 in 1:4 cement mortar |
| 58 | Sand filling in foundation trenches as per drawing and technical specifications |
| 59 | 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 |
| 60 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar(From Primary producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam steel/ RINL) in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 |
| 61 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203"(I)RCC Grade M20 (Nominal mix (1:2:4) |
| 62 | Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification. |
| 63 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material |
| 64 | CC Drain Earth work in excavation of foundation of structures as per drawing and technical specifications Clause 305.1,including setting out,construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and backfilling with approved material. I.Without Dewatering |
| 65 | Removal of unsuitable soil including excavation loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separately as per clause 303.5.2 as per Technical specification Clause 302.3.11 |
| 66 | Providing and laying of dry rubble floorig complete as per drawings and technical specifications clause 1303.3 |
| 67 | Providing plain / reinforced cement concrete in open foundations complete as per drawings & technical specifications clause 802, 803, 1202 & 1203.(A) With crushed stonel.(IV) PCC Grade M-10 |
| 68 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar(From Primary producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam steel/ RINL) in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 |
| 69 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203"(I)RCC Grade M20 (Nominal mix (1:2:4) |
| 70 | 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 |
| 71 | Sand filling in foundation trenches as per drawing and technical specifications |
| 72 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material |
| 73 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar(From Primary producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam steel/ RINL) in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 |
| 74 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203"(I)RCC Grade M20 (Nominal mix (1:2:4) |
| 75 | Stone Masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600, 1202 & 1203 in 1:4 cement mortar |
| 76 | Routine Maintenance for 1st Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 77 | Routine Maintenance for 2nd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 78 | Routine Maintenance for 3rd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 79 | Routine Maintenance for 4th Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 80 | iii) 2 No. Bhabanipur to Shiva Mandir : Removal of unsuitable soil including excavation loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separately as per clause 303.5.2 as per Technical specification Clause 302.3.11 |
| 81 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs with all lifts and leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of table 300.2 with a lead upto 1000 m. as per technical specification clause 303.1 (a)From Private land |
| 82 | Granular Sub -base with Well 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. ii ) For Grading II Material |
| 83 | WBM Grading 3 Using stone sceening Type- B 11.2mm for Gr. III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means. |
| 84 | Interlocking concrete block pavement Providingand laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504.A) Including Edge block/ Edge restraints |
| 85 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203"(I)RCC Grade M20 (Nominal mix (1:2:4) |
| 86 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar(From Primary producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam steel/ RINL) in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 |
| 87 | Guard Wall Earth work in excavation of foundation of structures as per drawing and technical specifications Clause 305.1,including setting out,construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and backfilling with approved material. I.Without Dewatering |
| 88 | Removal of unsuitable soil including excavation loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separately as per clause 303.5.2 as per Technical specification Clause 302.3.11 |
| 89 | Providing and laying of dry rubble floorig complete as per drawings and technical specifications clause 1303.3 |
| 90 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 91 | Stone Masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600, 1202 & 1203 in 1:4 cement mortar |
| 92 | Loading and Unloadingby manual means B) stone aggregates |
| 93 | 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 |
| 94 | Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification. |
| 95 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material |
| 96 | Guard Wall Earth work in excavation of foundation of structures as per drawing and technical specifications Clause 305.1,including setting out,construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and backfilling with approved material. I.Without Dewatering |
| 97 | Removal of unsuitable soil including excavation loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separately as per clause 303.5.2 as per Technical specification Clause 302.3.11 |
| 98 | Providing and laying of dry rubble floorig complete as per drawings and technical specifications clause 1303.3 |
| 99 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 100 | Stone Masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600, 1202 & 1203 in 1:4 cement mortar |
| 101 | Loading and Unloadingby manual means B) stone aggregates |
| 102 | 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 |
| 103 | Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification. |
| 104 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material |
| 105 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar(From Primary producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam steel/ RINL) in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 |
| 106 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203"(I)RCC Grade M20 (Nominal mix (1:2:4) |
| 107 | Providing, fitting and fixing of MS channels and RS joist over footpath, drain as drain cover and approach slab including welded the channel and placed over joists including all labour and transporatation etc. As per drawing and technical specifications |
| 108 | Providing & fixingof retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 8 mm 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 drawings and technical specification Clause 801i) 600 mm equilateral triangle |
| 109 | Providing & fixingof retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 8 mm 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 drawings and technical specification Clause 801ii) 600mm circular |
| 110 | Routine Maintenance for 1st Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 111 | Routine Maintenance for 2nd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 112 | Routine Maintenance for 3rd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 113 | Routine Maintenance for 4th Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 114 | iv) Open brick drain at Madhuban path Granular Sub -base with Well 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. ii ) For Grading II Material |
| 115 | WBM Grading 3 Using stone sceening Type- B 11.2mm for Gr. III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means. |
| 116 | Interlocking concrete block pavement Providingand laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504.A) Including Edge block/ Edge restraints |
| 117 | Brick Masonry Drain Earth work in excavation of foundation of structures as per drawing and technical specifications Clause 305.1,including setting out,construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and backfilling with approved material. I. Ordinary soil upto 3 m depth |
| 118 | Laying brick soling layer on prepared subgrade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25mm thick layer of earth over brick soling, watering and rolling the same with three wheel road roller 80-100 KN as per technical specification clause 412 |
| 119 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 120 | Brick msonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 ii) In 1:4 cement mortar |
| 121 | Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification. |
| 122 | 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 |
| 123 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material |
| 124 | Routine Maintenance for 1st Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 125 | Routine Maintenance for 2nd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 126 | Routine Maintenance for 3rd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 127 | Routine Maintenance for 4th Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 128 | v) Gopal Krishna Path Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) |
| 129 | Granular Sub -base with Well 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. ii ) For Grading II Material |
| 130 | WBM Grading 3 Using stone sceening Type- B 11.2mm for Gr. III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means. |
| 131 | Interlocking concrete block pavement Providingand laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504.A) Including Edge block/ Edge restraints |
| 132 | Routine Maintenance for 1st Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 133 | Routine Maintenance for 2nd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 134 | Routine Maintenance for 3rd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 135 | Routine Maintenance for 4th Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 136 | vi) Arunodoi Path Earth work in excavation of foundation of structures as per drawing and technical specifications Clause 305.1,including setting out,construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and backfilling with approved material. I.Without Dewatering |
| 137 | Removal of unsuitable soil including excavation loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separately as per clause 303.5.2 as per Technical specification Clause 302.3.11 |
| 138 | Granular Sub -base with Well 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. ii ) For Grading II Material |
| 139 | WBM Grading 3 Using stone sceening Type- B 11.2mm for Gr. III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means. |
| 140 | Interlocking concrete block pavement Providingand laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504.A) Including Edge block/ Edge restraints |
| 141 | Routine Maintenance for 1st Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 142 | Routine Maintenance for 2nd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 143 | Routine Maintenance for 3rd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 144 | Routine Maintenance for 4th Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
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