Public Works Roads Department has published Construction Of Road From (I) Jhargaon Chagaligaon,(Ii) Milanpur To Rupnagar, (Iii) Drain Cum Footpath In Front Of Dimoria Marketing Society Building Including Approach Road At Khetri And (Iv)Khaloibari To Lakhigog Under Mukhya Mantrir Paki Path Nirman Aa. Submission Date for this Tender is 05-02-2024. Road Work Tenders in guwahati Assam. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | i) Construction of road from Jhargaon Chagaligaon : Clearing and grubbing road land including uprooting wild vegatation ,grass, bushes,shrubs,saplins and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto lead of 1000 metc. as per technical specification cl 201(i) By Manual means ( A ) In area of non thorny jungle |
| 2 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. A) Lead upto 100m vi) Girth above 4500 mm |
| 3 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5 (a)From Private land |
| 4 | 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 |
| 5 | 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 |
| 6 | 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. |
| 7 | 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 |
| 8 | 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 |
| 9 | 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 |
| 10 | 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) 800 x 600mm rectangular |
| 11 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawings. Three MS plates of 1,6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to the middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrow, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and annexure 1700.1 |
| 12 | 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 |
| 13 | 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 |
| 14 | 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 |
| 15 | 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 |
| 16 | Cover slab of Drain 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 12 mm dia main bar bottom 100 mm dia c/c |
| 17 | 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) |
| 18 | Hume Pipe NP-3 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 |
| 19 | 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 |
| 20 | Bedding of pipe:- (I) Laying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii) Granular Material |
| 21 | 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 |
| 22 | Providing and laying RCC pipe NP-3 for culverts on 1st class bedding for granular materials in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete masonry works and parapets clause 1106, 1000 mm dia. |
| 23 | Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification. |
| 24 | Routine Maintenance for 1st Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 25 | Routine Maintenance for 2nd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 26 | Routine Maintenance for 3rd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 27 | Routine Maintenance for 4th Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 28 | i) Construction of road from Milanpur to Rupnagar : Clearing and grubbing road land including uprooting wild vegatation ,grass, bushes,shrubs,saplins and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto lead of 1000 metc. as per technical specification cl 201 (i) By Manual means ( A ) In area of non thorny jungle |
| 29 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. A) Lead upto 100m vi) Girth above 4500 mm |
| 30 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5 (a)From Private land |
| 31 | 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 |
| 32 | 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 |
| 33 | 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. |
| 34 | 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 |
| 35 | 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 |
| 36 | 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 |
| 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 801ii) 800 x 600mm rectangular |
| 38 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawings. Three MS plates of 1,6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to the middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrow, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and annexure 1700.1 |
| 39 | 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 |
| 40 | 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 |
| 41 | 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 |
| 42 | 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 |
| 43 | Cover slab of Drain 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 12 mm dia main bar bottom 100 mm dia c/c |
| 44 | 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) |
| 45 | Hume Pipe NP-3 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 |
| 46 | 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 |
| 47 | Bedding of pipe:- (I) Laying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii) Granular Material |
| 48 | 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 |
| 49 | Providing and laying RCC pipe NP-3 for culverts on 1st class bedding for granular materials in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete masonry works and parapets clause 1106, 1000 mm dia. |
| 50 | Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification. |
| 51 | Routine Maintenance for 1st Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 52 | Routine Maintenance for 2nd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 53 | Routine Maintenance for 3rd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 54 | Routine Maintenance for 4th Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 55 | i) Construction ofDrain cum footpath infront of Dimoria Marketing society : Clearing and grubbing road land including uprooting wild vegatation ,grass, bushes,shrubs,saplins and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto lead of 1000 metc. as per technical specification cl 201 (i) By Manual means ( A ) In area of non thorny jungle |
| 56 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. A) Lead upto 100m vi) Girth above 4500 mm |
| 57 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5 (a)From Private land |
| 58 | 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 |
| 59 | Dismantling of flexible pavements and disposal od dismantled materials upto a lead of 100 m stacking, serviceablec and unseviceable materialsseparately as technical specification clause, 202 i) By Manual means Bituminous courses |
| 60 | 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 |
| 61 | 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. |
| 62 | 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 |
| 63 | 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) 800 x 600mm rectangular |
| 64 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawings. Three MS plates of 1,6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to the middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrow, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and annexure 1700.1 |
| 65 | Load Bearing Drain and footpath 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 ) A) Lime Concrete, cement concrete grade M-10 and below |
| 66 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 67 | 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 |
| 68 | 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 |
| 69 | Providing and laying of dry rubble floorig complete as per drawings and technical specifications clause 1303.3 |
| 70 | 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.) |
| 71 | 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 |
| 72 | 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 |
| 73 | 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 |
| 74 | 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 |
| 75 | 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 |
| 76 | Providing and laying of dry rubble floorig complete as per drawings and technical specifications clause 1303.3 |
| 77 | 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.) |
| 78 | 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 |
| 79 | Sand filling in foundation trenches as per drawing and technical specifications |
| 80 | Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification. |
| 81 | 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 |
| 82 | Routine Maintenance for 1st Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 83 | Routine Maintenance for 2nd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 84 | Routine Maintenance for 3rd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 85 | Routine Maintenance for 4th Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 86 | iv) Construction of road from Khaloibari to Lakhigog : Clearing and grubbing road land including uprooting wild vegatation ,grass, bushes,shrubs,saplins and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto lead of 1000 metc. as per technical specification cl 201 (i) By Manual means ( A ) In area of non thorny jungle |
| 87 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5 (a)From Private land |
| 88 | 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 |
| 89 | 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 |
| 90 | 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. |
| 91 | 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 |
| 92 | 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 |
| 93 | 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) 800 x 600mm rectangular |
| 94 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawings. Three MS plates of 1,6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to the middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrow, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and annexure 1700.1 |
| 95 | 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 |
| 96 | 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 |
| 97 | 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 |
| 98 | 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 |
| 99 | Cover slab of Drain 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 12 mm dia main bar bottom 100 mm dia c/c |
| 100 | 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) |
| 101 | Hume Pipe NP-3 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 |
| 102 | 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 |
| 103 | Bedding of pipe:- (I) Laying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii) Granular Material |
| 104 | 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 |
| 105 | Providing and laying RCC pipe NP-3 for culverts on 1st class bedding for granular materials in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete masonry works and parapets clause 1106, 1000 mm dia. |
| 106 | Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification. |
| 107 | Routine Maintenance for 1st Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 108 | Routine Maintenance for 2nd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 109 | Routine Maintenance for 3rd Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
| 110 | Routine Maintenance for 4th Year ( Rate quoted at Col. 13by bidder should be same as mentioned at Col. 6 ) |
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