Pradhan Mantri Gram Sadak Yojana-PMGSY has published Tender For Civil - Roads And Bridges :-Road From Pwd Road To Akaryomgam Road From Pwd Road To Akaryomgam ( 2 . 00Km ) Full Stage. Submission Date for this Tender is 16-09-2019. Bridge Work Tenders in AkarYomgam Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: PWD ROAD TO AKKAR YOMGAM (STAGE FULL-2.00KM) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Sub-Head :PAVEMENT :- | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | SUB HEAD: Setting Out | BI01010001010000000000000515BI0100001113 | ||
| 3 | 3 | Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1\n2000/20+1= | BI01010001010000000000000515BI0100001114 | 101 | Nos |
| 4 | 4 | Construction of back piller as per Fig. 1600.1( c) as per drawing and Technical Specification Clause 1602.3\n2000/20+1= | BI01010001010000000000000515BI0100001115 | 101 | Nos |
| 5 | 5 | Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4\nCD & Bridge = 9 Nos\nRW = 7Nos | BI01010001010000000000000515BI0100001116 | 16 | Nos |
| 6 | 6 | i) 1 km reference benchmark and working benchmark | BI01010001010000000000000515BI0100001117 | 2 | Nos |
| 7 | 7 | SUB HEAD: Jungle Clearance | BI01010001010000000000000515BI0100001118 | ||
| 8 | 8 | Clearing and Grubbing Road Land\nClearing 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 earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.\n(I) By Manual Means | BI01010001010000000000000515BI0100001119 | ||
| 9 | 9 | In area of non-thorny jungle | BI01010001010000000000000515BI0100001120 | 1.54 | Hact |
| 10 | 10 | In area of thorny jungle | BI01010001010000000000000515BI0100001121 | 0.1 | Hact |
| 11 | 11 | SUB HEAD:Formation Cutting | BI01010001010000000000000515BI0100001122 | ||
| 12 | 12 | Excavation in All Kind of soil ordinary Rock and hard Rock( Required Blasting)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 and 1603.2. &\n | BI01010001010000000000000515BI0100001123 | 11228 | cum |
| 13 | 13 | SUB HEAD: Pavement | BI01010001010000000000000515BI0100001124 | ||
| 14 | 14 | Earthern Shoulder:\nConstruction 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. | BI01010001010000000000000515BI0100001125 | 1027.7 | cum |
| 15 | 15 | GSB:\nConstruction 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical.\nFor Grading I Material\n | BI01010001010000000000000515BI0100001126 | 1340.69 | cum |
| 16 | 16 | WBM-III:\nProviding, 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.\nA) By Manual means\n | BI01010001010000000000000515BI0100001127 | 458.08 | cum |
| 17 | 17 | P.M.C | BI01010001010000000000000515BI0100001128 | ||
| 18 | 18 | Prime Coat (High porosity)\nProviding 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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. | BI01010001010000000000000515BI0100001129 | 6210 | sqm |
| 19 | 19 | Tack Coat\nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001130 | 6210 | sqm |
| 20 | 20 | 20 mm thick open graded primix carpet using bitumineous binder.\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.\nCase - I By Manual Means\nii) Bitumen (S-65) | BI01010001010000000000000515BI0100001131 | 6222 | sqm |
| 21 | 21 | Seal Coat\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\nCase - I By Manual Means\nii) Bitumen (S-65) | BI01010001010000000000000515BI0100001132 | 6222 | sqm |
| 22 | 22 | Item : Hume Pipe Culvert 1200 mm dia (As per IRC SP-20-2002) | BI01010001010000000000000515BI0100001133 | ||
| 23 | 23 | 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 | BI01010001010000000000000515BI0100001134 | 1084.12 | cum |
| 24 | 24 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nP.C.C grade M 10\ni) Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001135 | 106.56 | cum |
| 25 | 25 | Stone masonry in cement mortar 1 : 3 for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 | BI01010001010000000000000515BI0100001136 | ||
| 26 | 26 | a) Coursed Rubble Masonary (first sort) In 1:3 cement mortar | BI01010001010000000000000515BI0100001137 | 233.67 | cum |
| 27 | 27 | b) Coursed rubble masonry (2nd sort)In cement mortar 1:3 | BI01010001010000000000000515BI0100001138 | 177.88 | cum |
| 28 | 28 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8\nii) Sandy material | BI01010001010000000000000515BI0100001139 | 128.83 | cum |
| 29 | 29 | 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 | BI01010001010000000000000515BI0100001140 | 272 | Nos |
| 30 | 30 | Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 | BI01010001010000000000000515BI0100001141 | ||
| 31 | 31 | Coursed rubble masonry (1st sort) | BI01010001010000000000000515BI0100001142 | 3.1 | cum |
| 32 | 32 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5\nR.C.C grade M 20 | BI01010001010000000000000515BI0100001143 | ||
| 33 | 33 | For nominal mix 1:2:4 (Hand mixed) | BI01010001010000000000000515BI0100001144 | 1.44 | cum |
| 34 | 34 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. | BI01010001010000000000000515BI0100001145 | ||
| 35 | 35 | 1200 mm dia | BI01010001010000000000000515BI0100001146 | 27.24 | m |
| 36 | 36 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 | BI01010001010000000000000515BI0100001147 | ||
| 37 | 37 | Earth filling (For marshy soil) | BI01010001010000000000000515BI0100001148 | 50.04 | cum |
| 38 | 38 | 1.5 CD | BI01010001010000000000000515BI0100001149 | ||
| 39 | 39 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5\nR.C.C grade M 20 For nominal mix 1:2:4 | BI01010001010000000000000515BI0100001150 | 11.9 | cum |
| 40 | 40 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25 | BI01010001010000000000000515BI0100001151 | 23.41 | cum |
| 41 | 41 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | BI01010001010000000000000515BI0100001152 | 2.68 | MT |
| 42 | 42 | White washing of parapet walls of CD work and tree truncks\nWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 | BI01010001010000000000000515BI0100001153 | 14.46 | sqm |
| 43 | 43 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 . Nominal mix 1:2:4 (Nominal mixed) | BI01010001010000000000000515BI0100001154 | 0.61 | cum |
| 44 | 44 | Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301. ( Based on SDB Rural Road Chapter-14, Item No.14.2) | BI01010001010000000000000515BI0100001155 | 867.48 | cum |
| 45 | 45 | SIDE DRAIN | BI01010001010000000000000515BI0100001156 | ||
| 46 | 46 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204\nIII) Random rubble masonry \ni) In cement mortar (1:3) | BI01010001010000000000000515BI0100001157 | 46.3 | cum |
| 47 | 47 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | BI01010001010000000000000515BI0100001158 | 406.79 | 10 sqm |
| 48 | 48 | Unlined Trapezoidal Shaped Side Drain | BI01010001010000000000000515BI0100001159 | ||
| 49 | 49 | 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. | BI01010001010000000000000515BI0100001160 | ||
| 50 | 50 | soil | BI01010001010000000000000515BI0100001161 | 1051.44 | m |
| 51 | 51 | o/rock | BI01010001010000000000000515BI0100001162 | 607.46 | m |
| 52 | 52 | Providing and Fixing Citizen information Board of PMGSY Project(RCC)"A" | BI01010001010000000000000515BI0100001163 | ||
| 53 | 53 | Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. | BI01010001010000000000000515BI0100001164 | 2 | Nos |
| 54 | 54 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m 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 75 mm of 12 SWG sheet tubes posts 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 middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, 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 | BI01010001010000000000000515BI0100001165 | 2 | Nos |
| 55 | 55 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. 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 approved drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001166 | 3 | Nos |
| 56 | 56 | Road Furniture | BI01010001010000000000000515BI0100001167 | ||
| 57 | 57 | Safety Devices and Signs in Construction Zones\nProvision 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. | BI01010001010000000000000515BI0100001168 | ||
| 58 | 58 | Men at work | BI01010001010000000000000515BI0100001169 | 3 | Nos |
| 59 | 59 | Road narrow | BI01010001010000000000000515BI0100001170 | 2 | Nos |
| 60 | 60 | Un-even road | BI01010001010000000000000515BI0100001171 | 1 | Nos |
| 61 | 61 | Slippery road | BI01010001010000000000000515BI0100001172 | 1 | Nos |
| 62 | 62 | Diversion | BI01010001010000000000000515BI0100001173 | 2 | Nos |
| 63 | 63 | Do not enter | BI01010001010000000000000515BI0100001174 | 2 | Nos |
| 64 | 64 | Slow | BI01010001010000000000000515BI0100001175 | 4 | Nos |
| 65 | 65 | Speed limit | BI01010001010000000000000515BI0100001176 | 2 | Nos |
| 66 | 66 | Routine Maintenance | BI01010001010000000000000515BI0100001177 | ||
| 67 | 67 | First Year | BI01010001010000000000000515BI0100001178 | ||
| 68 | 68 | Second Year | BI01010001010000000000000515BI0100001179 | ||
| 69 | 69 | Third Year | BI01010001010000000000000515BI0100001180 | ||
| 70 | 70 | Fouth Year | BI01010001010000000000000515BI0100001181 | ||
| 71 | 71 | Fifth Year | BI01010001010000000000000515BI0100001182 |
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