Public Works Department-PWD has published Tender For Dikhu Bridge To Amguri In Mokokchung District In Nagaland. Submission Date for this Tender is 16-12-2019. Bridge Work Tenders in Mokokchung District Nagaland. Bidders can get complete Tender details and download the document.
| Name of Work: Dikhu Bridge to Amguri in Mokokchung District in Nagaland | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Site Clearance & Dismantling | |||
| 2 | 2 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) | 1.1 | 12.009 | Hct. |
| 3 | 3 | Cutting of trees, including cutting of trunks, branches and removal of stumps and stumps of trees cut earlier, roots, stacking of serviceable material with all lifts and upto a lead of 1000 m and earth filling in the depression/pit. | |||
| 4 | 4 | i) Girth from 300mm to 600mm | 1.3 | 40 | No. |
| 5 | 5 | ii) Girth from 600mm to 900mm | 1.4 | 5 | No. |
| 6 | 6 | Dismantling of existing structure like culverts, bridges, retaining walls and other structures 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 lead and lift up to 1000m. | |||
| 7 | 7 | a) Concrete/Reinforced concrete/ Prestressed concrete structures including cleaning, straightening & cutting bars and separating them out from RCC/PCC. | |||
| 8 | 8 | i) M-10 & M15 | 1.7 | 39.375 | Cum |
| 9 | 9 | ii) M20 grade and above | 1.8 | 371.812 | Cum |
| 10 | 10 | b) Stone masonry Structures in cement mortar | 1.9 | 770 | Cum |
| 11 | 11 | c) Stone Pitching in bed and slope | 2 | 38.5 | Cum |
| 12 | 12 | d) Ordinary km stone including foundation concrete if any. | 2.1 | 17 | No. |
| 13 | 13 | e) Pipes | |||
| 14 | 14 | a) Pipes having dia more than 600 & less than 900 mm | 2.3 | 70 | Rm |
| 15 | 15 | b) Pipes having dia more than 900 mm | 2.4 | 70 | Rm |
| 16 | 16 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) | 2.5 | 14175 | Cum |
| 17 | 17 | EarthWork | |||
| 18 | 18 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) | 2.7 | 361534 | Cum |
| 19 | 19 | ii) Ordinar/Soft Rock - Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) | 2.8 | 15222.5 | Cum |
| 20 | 20 | Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.) | 2.9 | 3805.62 | Cum |
| 21 | 21 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) | 3 | 15589 | Cum |
| 22 | 22 | Construction of subgrade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. | 3.1 | 21903.9 | Cum |
| 23 | 23 | GRANULAR SUB-BASE & BASE COURSE (Non - Bituminous) | |||
| 24 | 24 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401) ii) Grade II | 3.3 | 15903.9 | Cum |
| 25 | 25 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) | 3.4 | 22336.3 | Cum |
| 26 | 26 | BITUMINOUS SURFACE COURSE | |||
| 27 | 27 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of\n0.60 kg/sqm using mechanical means. | 3.6 | 94352.5 | Sqm |
| 28 | 28 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.) | 3.7 | 4648.09 | Cum |
| 29 | 29 | 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 CRMB-55 grade of bitumine @ 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 required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 501 & 507 complete in all respects. - Grade 2 - 13mm Nominal aggregate size | 3.8 | 2788.85 | Cum |
| 30 | 30 | HUME PIPE CULVERTS | |||
| 31 | 31 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | |||
| 32 | 32 | For Head wall | 4.1 | 1713.23 | cum |
| 33 | 33 | For Pipe | 4.2 | 694.42 | cum |
| 34 | 34 | Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below foundations, approach slabs, return wall, wing wall, curtain wall and including protection works at U/S and D/S all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2700. | |||
| 35 | 35 | Below Head Wall | 4.4 | 223.47 | cum |
| 36 | 36 | Below Pipe | 4.5 | 62.29 | cum |
| 37 | 37 | Providing and laying in position Plain Cement Concrete of Grade M 20 in parapet wall all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100. | 4.6 | 2235.45 | cum |
| 38 | 38 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP2/prestrssed concrete pipe 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 . ) | 4.7 | 740 | Rm |
| 39 | 39 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. 300mm thick dry stone pitching on slope | 4.8 | 2679.98 | cum |
| 40 | 40 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification | 4.9 | 1339.99 | cum |
| 41 | 41 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. | 5 | 97.9 | cum |
| 42 | 42 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. | 5.1 | 294.37 | cum |
| 43 | 43 | Providing and laying in position Plain Cement Concrete of Grade M 20 in parapet wall all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100. | 5.2 | 1034.52 | cum |
| 44 | 44 | DRAINAGE & PROTECTION WORKS | |||
| 45 | 45 | PCC Open Longitudinal Drain | |||
| 46 | 46 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | 5.5 | 2202.39 | Cum |
| 47 | 47 | Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below drains and in chute drain etc. all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100. | 5.6 | 244.71 | Cum |
| 48 | 48 | Providing and laying PCC M-15 grade concrete in side wall and bottom slab of open Lined drain complete as per drawing and technical specifications 1500, 1700 and 2200. | 5.7 | 1025.62 | Cum |
| 49 | 49 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications | 5.8 | 864 | Nos |
| 50 | 50 | CRSM Breast wall | |||
| 51 | 51 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) | 6 | 441 | Cum |
| 52 | 52 | Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below foundations complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100. | 6.1 | 110.25 | Cum |
| 53 | 53 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and\nTechnical Specification | 6.2 | 937.13 | Cum |
| 54 | 54 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications | 6.3 | 1470 | No. |
| 55 | 55 | Providing and laying filter media behind breast wall, wing wall, retaining wall and return wall complete as per drawings and Technical Specifications Section 305 and 2500. | 6.4 | 661.5 | Cum |
| 56 | 56 | Metal Beam Crash barrier | |||
| 57 | 57 | Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) | 6.6 | 636.59 | metre |
| 58 | 58 | CRSM Retaining Wall | |||
| 59 | 59 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) | 6.8 | 1814.25 | Cum |
| 60 | 60 | Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100. | 6.9 | 181.43 | Cum |
| 61 | 61 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification | 7 | 1465.13 | Cum |
| 62 | 62 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications | 7.1 | 1110 | No. |
| 63 | 63 | Providing and laying filter media behind breast wall, wing wall, retaining wall and return wall complete as per drawings and Technical Specifications Section 305 and 2500. | 7.2 | 1058.7 | Cum |
| 64 | 64 | Unlined surface drains | |||
| 65 | 65 | Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25 metres) | 7.4 | 14093.1 | mtr |
| 66 | 66 | Traffic Signs, Markings and Other Road Appurtenances | |||
| 67 | 67 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) | |||
| 68 | 68 | 90 cm equilateral triangle | 7.7 | 12 | each |
| 69 | 69 | 90 cm circular | 7.8 | 135 | each |
| 70 | 70 | 80 mm x 60 mm rectangular | 7.9 | 9 | each |
| 71 | 71 | 60 cm x 45 cm rectangular | 8 | 2 | each |
| 72 | 72 | 60 cm x 60 cm square | 8.1 | 156 | each |
| 73 | 73 | 90 cm high octagon | 8.2 | 3 | each |
| 74 | 74 | Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 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 concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) | 8.3 | 7 | sqm |
| 75 | 75 | Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural\ndesign requirements and approved plans) | |||
| 76 | 76 | Truss and Vertical Support | 8.5 | 6 | tonne |
| 77 | 77 | Aluminium alloy plate for over head sign | 8.6 | 50.4 | Sqm |
| 78 | 78 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) | |||
| 79 | 79 | 5th kilometre stone (precast) | 8.8 | 4 | each |
| 80 | 80 | Ordinary Kilometer stone (Precast) | 8.9 | 13 | each |
| 81 | 81 | Hectometer stone (Precast) | 9 | 69 | each |
| 82 | 82 | BRIDGE | |||
| 83 | 83 | Earthwork in excavation of foundations for structures including all leads and lifts complete as per drawings and MORT&H specifications clause 304. | |||
| 84 | 84 | (a) In all types of soil | 9.3 | 1267.74 | Cum. |
| 85 | 85 | (b) In soft/ordinary rock/Boulders | 9.4 | 543.32 | Cum. |
| 86 | 86 | Back filling behind abutments, wing walls, and return walls with selected granular material of approved quantity including all leads and lifts, complete as per drg. and MORT&H specifications clause 305 & clause\n710.1.4 of IRC:78 | 9.5 | 852.89 | Cum. |
| 87 | 87 | Providing & laying filter media behind abutments, wing walls, return walls and box structures with well packed material to the specified thickness with smaller size towards the soil and bigger size towards the wall complete with all leads and lifts | 9.6 | 258.4 | Cum. |
| 88 | 88 | Providing & laying plain cement concrete / Reinforced Cement Concrete in foundations / levelling course including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100. | |||
| 89 | 89 | a) M-15 grade | 9.8 | 32.21 | Cum. |
| 90 | 90 | b) M-35 grade | 9.9 | 423.6 | Cum. |
| 91 | 91 | Providing & laying plain cement concrete / Reinforced Cement Concrete in sub-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2200. | |||
| 92 | 92 | a) M-35 grade | 10.1 | 393.28 | Cum. |
| 93 | 93 | b) M-40 grade | 10.2 | 9.35 | Cum. |
| 94 | 94 | Providing & laying Reinforced Cement Concrete in super-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2300. | |||
| 95 | 95 | a) RCC Solid slab/Voided Slab | |||
| 96 | 96 | i) M-35 grade | 10.5 | 121.39 | Cum. |
| 97 | 97 | Supplying, placing and fixing TMT/HYSD bar reinforcement complete as per drg. and MORT&H specifications section 1600. | |||
| 98 | 98 | a) For Foundation | 10.7 | 50.83 | MT |
| 99 | 99 | b) For sub-structure | 10.8 | 52.53 | MT |
| 100 | 100 | c) For super-structure | 10.9 | 15.78 | MT |
| 101 | 101 | Supply & fixing of POT / PTFE bearings complete as per drg. and IRC:83 (Part-III)-2002. | |||
| 102 | 102 | Metalic Guided | |||
| 103 | 103 | Up to 200 T | 11.2 | 10 | No. |
| 104 | 104 | Providing & fixing of expansion joints complete as per drg. and MORT&H specifications section 2600 | |||
| 105 | 105 | b) Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) | 11.4 | 24 | m |
| 106 | 106 | Providing & fixing drainage Spouts complete as per drawing & MORT&H Specifications Clause 2705. | 11.5 | 14 | No. |
| 107 | 107 | Providing & laying 65mm thick wearing course consisting of 40mm thick asphaltic concrete covered by 25mm thick mastic asphalt on top complete as MORT&H specifications section 2700. | 11.6 | 462 | Sqm. |
| 108 | 108 | Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) | 11.7 | 84 | m |
| 109 | 109 | Providing & laying plain cement concrete M-15 in levelling course under the approach slab complete as per drg. and MORT&H specifications sections 1700, 2100 and 2700. | 11.8 | 11.88 | Cum. |
| 110 | 110 | Providing & laying reinforced cement concrete M-30 in approach slab including form work and reinforcement complete as per drg. and MORT&H specifications sections 1500, 1600, 1700 & 2100 and clause\n2704. | 11.9 | 25.2 | Cum. |
| 111 | 111 | Providing & laying filter material underneath stone boulder pitching on slopes complete as per drg. and MORT&H specifications section 2500. | 12 | 95.57 | Cum. |
| 112 | 112 | Boulder Pittching on slope: Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications | 12.1 | 191 | Cum. |
| 113 | 113 | Providing weep holes in brick masonry / plain / reinforced concrete abutments, wing walls / return walls etc. with 100mm dia A.C. pipe, extending through the full width of structure with slope of IV:20H towards draining face complete as per drg. and MORT& | 12.2 | 201 | No. |
| 114 | 114 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) | 12.3 | 168 | Sqm |
| 115 | 115 | Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) | 12.4 | 300 | Cm Ht/Let ter |
| 116 | 116 | Providing, fabricating, erecting and painting structural steel super- structure of mild steel consisting of structural steel built up sections with plates, gusset plates, shear connectors along with welding, bolting etc. complete conforming to IS:226 as per drawings and Technical Specifications Section 1900 | 12.5 | 150 | MT |
| 117 | 117 | Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from\n4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.) | 12.6 | 400 | Cum. |
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