State Rural Roads Development -SRRD has published Tender For Construction And Maintenance Of Road - Road From Desali Hq To Chanli.. Submission Date for this Tender is 11-03-2024. Road Repair Tenders in desali Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Sub- Head :- Setting out |
| 2 | Construction of reference Bench Mark and working bench mark. |
| 3 | Reference pillar |
| 4 | 1.00 KM reference bench mark and working bench mark . |
| 5 | Providing and fitting fixing of bamboo (1st class) 85mm to 100 mm dia 2.00 m long including driving the pegs up to 60 cm depth and marking with paint, sharpening the bottom maintaining the lines etc complet. |
| 6 | Clearing and Grubbing Road Land |
| 7 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material |
| 8 | By MechanicalMeans |
| 9 | In area of thorny jungle |
| 10 | SH :-Road formation cutting |
| 11 | Excavation in Hilly Areas in Soil by mechanical means |
| 12 | Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 13 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting |
| 14 | Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 15 | Excavation in Hilly Areas in Hard Rock requiring blasting |
| 16 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. |
| 17 | S/H :-Earthen Shoulder |
| 18 | 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 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 19 | SH :: Grave/Soil Aggregate Base |
| 20 | Grave/Soil Aggregate Base(Table 400.2)Grading A |
| 21 | By Mix in Place Method |
| 22 | Construction of gravel/soil aggregate base by providing well graded materials, 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 402. |
| 23 | S/H :- WBM III Grading I |
| 24 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 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. |
| 25 | A) By Manual means |
| 26 | S/H :- Mix Sealing Surface 25 mm |
| 27 | Prime Coat |
| 28 | 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 29 | Tack Coat |
| 30 | 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 granular surfaces reated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 31 | Mix Seal Surfacing |
| 32 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 |
| 33 | By Mechanical means |
| 34 | Bitumen (S-90) |
| 35 | Case – II: Type B |
| 36 | Sub- Head :- Traffic signs and logos etc |
| 37 | 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 |
| 38 | Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 39 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 |
| 40 | Surface of paraphat wall for CDs |
| 41 | Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 42 | KilometreStone |
| 43 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 44 | 5th Kilometer stone |
| 45 | Ordinary Kilometer stone |
| 46 | 200 m (Hectometer stone) |
| 47 | Providing and Fixing "Logo" of PMGSY Project |
| 48 | Providing and Fixing of Citizen Information Board (For Section-1) |
| 49 | Providing and fixing of typical PMGSY Citizen information sign board with logo as per MORD Specifications and attached drawing. Two MS plates/Boards of 1.6mm thick duly welded with MS flat iron cleat 50x50mm size on back on edges. Top and bottom plate will welded to 2 nos 75mm tubes posts duly embeded in cement concrect M-15 grade block of 600 x 600 x 750 cm below ground level. as per clause 1701 and annexure 1700.1. |
| 50 | Safety Devices and Signs in Construction Zones |
| 51 | Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001. |
| 52 | Road ahead closed |
| 53 | Men at work |
| 54 | Stop |
| 55 | Un-even road |
| 56 | Diversion |
| 57 | Road closed |
| 58 | Slow |
| 59 | Speed Limit |
| 60 | S/H :- 1.500 m span RCC Slab Culvert |
| 61 | FOUNDATION |
| 62 | Earth work excavation in structure |
| 63 | I. Ordinary Soil |
| 64 | (I) Upto 3 m depth. |
| 65 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. |
| 66 | I). P.C.C grade M 10 |
| 67 | (I) Nominal mix 1:3:6 |
| 68 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 69 | II) Coursed Rubble Masonry (1st sort) |
| 70 | ii) In 1:3 Cement mortar. |
| 71 | SUBSTRUCTURE |
| 72 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 73 | II) Coursed Rubble masonry (2nd Sort)1:3 |
| 74 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 75 | I)Granular material |
| 76 | 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 |
| 77 | Plain/reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 78 | For height upto 5 m. |
| 79 | III) R.C.C. grade M 20 |
| 80 | Superstructure |
| 81 | Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5 |
| 82 | II) R.C.C. grade M 25 |
| 83 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 84 | S/H :- 2.00 m span RCC Slab Culvert, 3.16 m height |
| 85 | Earth work excavation in structure |
| 86 | I. Ordinary Soil |
| 87 | (I) Upto 3 m depth. |
| 88 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. |
| 89 | I). P.C.C grade M 10 |
| 90 | (I) Nominal mix 1:3:6 |
| 91 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 92 | II) Coursed Rubble Masonry (1st sort) |
| 93 | ii) In 1:3 Cement mortar. |
| 94 | SUBSTRUCTURE |
| 95 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 96 | II) Coursed Rubble masonry (2nd Sort)1:3 |
| 97 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 98 | I)Granular material |
| 99 | 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 |
| 100 | Plain/reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 101 | III) R.C.C. grade M 20 |
| 102 | superstructure |
| 103 | Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5 |
| 104 | II) R.C.C. grade M 25 |
| 105 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 106 | S/H :- 6.00 m span RCC Slab Culvert, 4.03 m height |
| 107 | Earth work excavation in structure |
| 108 | I. Ordinary Soil |
| 109 | (I) Upto 3 m depth. |
| 110 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. |
| 111 | I). P.C.C grade M 10 |
| 112 | (I) Nominal mix 1:3:6 |
| 113 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 114 | II) Coursed Rubble Masonry (1st sort) |
| 115 | ii) In 1:3 Cement mortar. |
| 116 | SUBSTRUCTURE |
| 117 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 118 | II) Coursed Rubble masonry (2nd Sort)1:3 |
| 119 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 120 | I)Granular material |
| 121 | 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 |
| 122 | Plain/reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 123 | For height upto 5 m. |
| 124 | III) R.C.C. grade M 20 |
| 125 | Superstructure |
| 126 | Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5 |
| 127 | II) R.C.C. grade M 25 |
| 128 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 129 | Sub Head :- CC Drain |
| 130 | Earthwork in excavation for 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 50 m, dressing of side |
| 131 | ForPucca Drain |
| 132 | For Earthen Drain |
| 133 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 a) Nominal mix 1:3:6 |
| 134 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (I) Random Rubble masonry(i) In 1:3 cement mortar |
| 135 | Cement Plaster 15 mm thick 1:3 on stone masonry |
| 136 | S/H :-Retaining /Breast Wall 2 mtr ht |
| 137 | Earthwork in excavation for 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. |
| 138 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 i) Nominal mix 1:3:6 |
| 139 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In 1:4 cement mortar CRM 1st short |
| 140 | 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 |
| 141 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i)Gran materials |
| 142 | Routine Maintenance |
| 143 | First Year |
| 144 | Second Year |
| 145 | Third Year |
| 146 | Fourth Year |
| 147 | Fifth Year |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
