Public Works Department-PWD has published Replacement Of Existing Bailey Bridge By Rcc Bridge Over Sagalnaiya Cherra On The Road From Poangbari To Madhabnagar At Ch 4 . 00 Km For Implementation Under Nabard Ridf Xx Sh Construction Of Approach Road Sh Retaining Wall Earth Filling Metalling Carpe. Submission Date for this Tender is 03-08-2020. Road Work Tenders in Poangbari Tripura. Bidders can get complete Tender details and download the document.
| Name of Work: Replacement of Existing Bailey bridge by RCC bridge over Sagalnaiya cherra on the road from Poangbari to Madhabnagar at Ch.4.00 km for implementation under NABARD (RIDF-XX)) S.H-Construction of approach road / S.H:-Retaining Wall, Earth filling , Metalling ,Carpetting , Block pitching ,Pucca Drain Etc | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | (ii) Compacting Original Ground Supporting Subgrade. \n Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layer to meet requrement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification clause 303.5.2. | 1001 | 303.19 | cum |
| 2 | 2 | Granular Sub-base with Well Graded Material (Table 400.1 ) using Jhama Brick Aggregate\n(A) By Mix in Place Method\nConstruction of granular sub-base by providing well graded material (Jhama Brick Aggregate , Grading-I, as per Table 400.1), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.\n(i) For Grading - I Material (Jhama brick agreegate) | 1002 | 101.06 | cum |
| 3 | 3 | 1) WBM Grading 2 :\nProviding, laying, spreading and compacting 63 mm to 0.075 mm jhama brick aggregates to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRD Technical Specification Clause 405. A) By manual means | 1003 | 75.798 | cum |
| 4 | 4 | 2) WBM Grading 3 : Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate , watering and compacting to the required density Grading 3 as per MoRD Technical Specification Clause 405. (A) By Manual Means | 1004 | 75.798 | cum |
| 5 | 5 | Prime Coat \n(i) Low porosity \nProviding and applying prime 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- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Caluses 502. | 1005 | 1010.63 | sqm |
| 6 | 6 | iii) Tack Coat: \nProviding and applying tack coat with bitumen emulsion (RS- 1) using emulsion distributer at the rate of 0.25 to 0.30kg per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per MoRD Technical Specification Clause 503. | 1006 | 1010.63 | sqm |
| 7 | 7 | 25mm thick open –Graded premix carpet using Bituminous (viscocity grade / Modified bitumen) binder.Providing, laying and rolling of open –graded carpet of 25mm thickness composed of 13.2mm to 5.6mm aggregates either using viscocity 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 plants, 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 or type D as per MoRD technical specification clauses 508\nCase -ii) By Mechanical Means.\nI) Bitumen of VG-30\n | 1007 | 1097.25 | sqm |
| 8 | 8 | Seal Coat\nProviding & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade & cross fall using Type A or Type B or Type C or Type D as per MoRD technical specification clauses 510. \nA) By Manual Means.\nCase-iv : Type D ( Premix with fine sand )\nii) Bitumen of VG-30\n\n | 1008 | 1010.63 | sqm |
| 9 | 9 | Road side Pucca Drain: \nConstruction of road side Pucca drain with M10 (1:3:6 with Jama brick aggregate) to specified lines , grades, levels and dimensions as per approved design and MoRD technical specification clause 307, 1606. Excavated materials to be used in enbankment at site (including centering, shuttering etc. but ex/c reinforcement). \nC. Trapezoidal drain ( top clear width 600mm, bottom clear width 300mm and clear depth 600mm) \nI. In ordinary Soil | 1009 | 40 | Mtr. |
| 10 | 10 | Excavation for Structures \n B Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specification Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & braching, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil (i) up to 3m depth | 1010 | 33.3 | cum |
| 11 | 11 | Filling in foundation trenches as per drawing & MoRD technical specification clause 305.3.9.1200. I) Sand filling | 1011 | 3.7 | cum |
| 12 | 12 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including form work as per drawing & MoRD technical specifications Clauses 802,803, 900,1202 & 1203. (including centring, shuttering, staging etc. but excluding reinforcement). I. PCC grade M10 (using jhama brick aggregate) (i) Nominal mix 1:3.6 | 1012 | 5.55 | cum |
| 13 | 13 | Brick masonry work in cement morter in substructure complete excepting pointing & plastering as per drawing & MoRD Technical specification clauses 602, 603,604, 1202 & 1204. \n II. In 1:4 cement morter. | 1013 | 31.6 | cum |
| 14 | 14 | Plain cement concrete (using jhama brick aggregate) in substructure complete including formwork as per drawing & MoRD technical specifications Clauses 802,804, 805, 806, 807, 900,1202 & 1204. (including centring, shuttering, staging etc. but excluding reinforcement).\nllI. PCC grade M20 (1: 2 : 4 ) \n(Nominal mix)\ni) Up to 5 m height | 1014 | 1.5 | cum |
| 15 | 15 | Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7. | 1015 | 9.6 | Mtr. |
| 16 | 16 | Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8.\n | 1016 | 9 | cum |
| 17 | 17 | Construction of Toe Walls for protection of slopes as per Drawing and MoRD technical specification Clauses 1302.5 (including centering, shuttering, staging etc. but excluding reinforcement). ii)Cement Concrete Grade M10 in case of Concrete block pitching. \n i) Nominal Mix 1:3:6 | 1017 | 287.186 | cum |
| 18 | 18 | Construction of Embankment with material obtained from borrow pits:-Construction of Embankment with material obtained from borrow pits with a lift upto 1.50m transporting to site spreading greading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead up to 100m as per MoRD technical specification Clause 301.5 | 1018 | 5889.05 | cum |
| 19 | 19 | Painting lines ,Dashes Arrows etc .on road in two coats on New york . Painting lines,dashes arrows etc on roads in two coats on mew work with ready mixed road marking paint confirming to IS: 164 on bituminious /Concrete Surface , including cleaning the surface of all dirt ,dust and other foriegn matter ,demarcation at site and traffic control as per drawing and MoRD Technical Specification Clause 1702 | 1019 | 30.592 | sqm |
| 20 | 20 | Traffic sign( Using Jhama Brick Agreegate in CC/PCC)\n A.Retro-reflectorised Traffic Signs\nProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification 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 M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Technical Specification Clause 801. | 1020 | ||
| 21 | 20.01 | i).with 900 mm equilateral triangle aluminium sheeting | 1021 | 1 | Nos |
| 22 | 20.02 | ii)with 600 mm equilateral triangle aluminium sheeting | 1022 | 1 | Nos |
| 23 | 20.03 | iii)with 600 mm circular aluminium sheeting | 1023 | 2 | Nos |
| 24 | 20.04 | v) with 900 mm side octagon aluminium sheeting | 1024 | 2 | Nos |
| 25 | 21 | B)Semi Reflective Traffic Signs\nProviding and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG sheet tube 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 bellow ground level as per approved drawings and as per MoRD Technical specification Clause 1701.2.2.\niv)with 800 mm x 600 mm rectangular MS sheeting | 1025 | 2 | Nos |
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