Construction Of Road From Madhukumar To Tasblajoy ( Package No Tr-04-213 ) ( Length-2 . 919 Km ) Including 2 ( Two ) Long Span Bridges ( 9Th Call ) Pmgsy Road Works
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23 Nov 2020
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10.90 Lakhs
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10000
Non-refundable
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Online
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NCB
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Chawmanu → Tripura
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Not Available
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Project Description
Construction Of Road From Madhukumar To Tasblajoy ( Package No Tr-04-213 ) ( Length-2 . 919 Km ) Including 2 ( Two ) Long Span Bridges ( 9Th Call ) Pmgsy Road Works
BOQ
| Name of Work: Construction of road from Madhukumar to Tasblajoy (Package No:- TR-04-213 ) (Length :-2.919 km) (Link Route No:- L022 under Chawmanu Block) including 2(two) Long span Bridges (10th call) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 1.Madhukumar to Tasblajoy (Package No:- TR-04-213 ) | |||
| 2 | 2 | Bill No. I : Site Clearance & Setting out | |||
| 3 | 3 | Clearing and grubbing Road land | |||
| 4 | 4 | Clearing and grubbing Road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300m.m removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201. | |||
| 5 | 5 | (A) By manual means | |||
| 6 | 6 | (i) In area of non thorny Jungle | 2.3 | Hectare | |
| 7 | 13 | Setting Out (As per drawing enclosed) with Reference Pillars on both sides of the formation width Burjes @50m interval using PCC with jhama brick aggregate for all class of soil including marking of centre line, setting out curves and recording of levels etc. | 2.919 | km | |
| 8 | 25 | Bill No. II : Earth work Erosion control & Drainage | |||
| 9 | 26 | Compacting Original ground | |||
| 10 | 27 | (i)Compacting original ground supporting embankment | |||
| 11 | 28 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 | 2037 | Sqm. | |
| 12 | 29 | (ii) Compacting original ground supporting sub grade | |||
| 13 | 30 | Loosening of the ground upto a level of 300mm below the sub grade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for sub grade construction as per technical specification clause 303.5.2 | |||
| 14 | 31 | For all classes of soil | 18685 | Sqm. | |
| 15 | 32 | 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 tables 300.1 and 300.2 as per technical specification clause 301.5 | |||
| 16 | 33 | (A) For spreading beyond 100m. | 3894 | Cum. | |
| 17 | 34 | (B) For spreading within 100m. | 1669 | Cum. | |
| 18 | 35 | Excavation in cutting in soil by manual means with lead upto 50.0m. | |||
| 19 | 36 | Excavation in road way cutting in soil by using manual means for carrying of cut earth to Embankment site with a lift upto 1.5m and lead upto 50.0m as per technical specification clause 302.3 | 3594 | Cum | |
| 20 | 37 | Excavation in Soil with Dozer with lead upto 100 m. | |||
| 21 | 38 | Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m. including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3 | 7189 | Cum. | |
| 22 | 39 | Excavation in soil using hydraulic Excavator and Tippers with disposal upto 1000m | |||
| 23 | 40 | Excavation for road work 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 1.5m and lead upto 1000m as per technical specification clause 302.3 | 25160 | Cum | |
| 24 | 41 | Construction of sub grade and earthen shoulder | |||
| 25 | 42 | Construction of sub grade and earthen shoulder with approved materials obtained from borrow pits/cuts with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead 1000 m as per Technical specification Clause 303.1 | 8050 | Cum. | |
| 26 | 43 | Protection Works | |||
| 27 | 44 | Surface Drains | |||
| 28 | 45 | Construction of unlined surface drains of average cross-sectional area 0.4 sqm. in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m ) as per Technical Specification Clause 307\nI) Surface Drains in Ordinary Soil\n(A) Manual Means | 3490 | m | |
| 29 | 48 | Toe Wall | |||
| 30 | 49 | (i) Earth work in excavation for Toe wall as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m. Dressing of sides and bottom and back filling in trenches with excavated suitable material. | 377 | Cum | |
| 31 | 50 | (ii) Brick masonry work in cement mortar (in substructure) complete excepting pointing & plastering, as per drawing & technical specification clauses 602, 603, 604, 1202 and 1204. | 354 | Cum | |
| 32 | 51 | (iii) Plastering with cement mortar (1:4) 15mm thick on brickwork (in substructure) as per Technical specification clauses 613.4 & 1204. | 365 | sqm | |
| 33 | 52 | (iv) Providing weepholes in brick masonry toe 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 technical specification clauses 614, 709, 1204.3.7 | 190 | Nos. | |
| 34 | 53 | (v) Providing concrete for plain concrete M-15 (using jhama brick aggregate) in open foundations complete as per drawings & technical specifications clauses 802, 803, 1202 and 1203. | |||
| 35 | 54 | (i) In foundation below GL | 59 | Cum | |
| 36 | 55 | (ii) In Copings | 14 | Cum | |
| 37 | 56 | BILL NO. III : Sub-base & Base Courses | |||
| 38 | 57 | Granular Sub-base | |||
| 39 | 58 | (A) By Mix in Place Method | |||
| 40 | 59 | Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , 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 Technical Specification Clause 401. | |||
| 41 | 60 | (ii) For Grading - II Material ( Jhama brick aggregate ) | 1830 | Cum. | |
| 42 | 71 | WBM Grading - 3- 75mm compacted thickness | |||
| 43 | 72 | Providing, laying spreading and compacting 53m.m to 12.5m.m jhama Brick aggregates to water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with three wheel vibratory roller 80 - 100 K.N static weight in stages to proper grade and camber, applying and brooming, filler materials to fill up the interstices of course aggregate, watering and compacting fill up the interstices as per technical specification clause 405. | 720 | Cum | |
| 44 | 73 | BILL NO. IV : Surface courses (Bituminous) | |||
| 45 | 74 | Prime coat. | |||
| 46 | 75 | 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 0.7 - 0.1 kg/sqm using mechanical means as per Technical Specification Clause 502 | |||
| 47 | 76 | (i) Low Porosity | 9605 | Sqm | |
| 48 | 77 | Tack coat | |||
| 49 | 78 | 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 dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification Clause 503. | 9605 | Sqm | |
| 50 | 86 | 20mm. Thick open - graded premix carpet using Bituminous (by cold mix technology ) Binder. | |||
| 51 | 87 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates using cold mix technology on to required line, grade and level to serve as wearing course on a previously prepared bases 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. | |||
| 52 | 88 | By Mechanical Means with Bitumen (by cold mix technology) | 9605 | Sqm | |
| 53 | 89 | Seal coat | |||
| 54 | 90 | Providing and laying seal coat sealing the voids in 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 | |||
| 55 | 91 | i) By Manual Means with Bitumen (S-65) Type D | 9605 | Sqm | |
| 56 | 92 | BILL NO. V : Road Logo other Road furniture | |||
| 57 | 93 | Providing and fixing of retro-reflectiorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle Iron post 75mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450mm x 450mm x 600mm, 600m.m below ground level as per drawing and technical specification clause 801. | |||
| 58 | 94 | 600mm equilateral triangle aluminum sheeting | 110 | Nos. | |
| 59 | 95 | 600mm Dia circular aluminum sheeting | 4 | Nos. | |
| 60 | 96 | 800 x 600 mm rectangular aluminum sheeting | 2 | Nos. | |
| 61 | 97 | Reinforced cement concrete M15 grade 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 | |||
| 62 | 99 | (II) Ordinary Kilometer Stone (precast) | 3 | Nos. | |
| 63 | 100 | (III) 200 m stone (Precast) | 12 | Nos. | |
| 64 | 101 | Construction of RCC guide posts of 250mm dia and total 600mm long, (300mm below G.L) M15 grade ( with jhama brick aggregate) case in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC Posts not to exceed 1 in 500 as per drawing and technical specification clause 1401.6. | |||
| 65 | 102 | (a) In ordinary soil | 20 | Nos. | |
| 66 | 103 | Boundary pillar (with PCC M15 grade using jhama Brick aggregate and reinforcement) | |||
| 67 | 104 | Plain cement concrete M15 grade (Using jhama brick aggregate and reinforcement) boundary pillar / local stone of standard design as per IRC : 25 fixed in position including finishing and lattering but excluding painting as per drawing and technical specification clause 1704. | 25 | Nos. | |
| 68 | 105 | Providing and Fixing 'Logo' of PMGSY Project | |||
| 69 | 106 | 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 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm 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 | 2 | Nos. | |
| 70 | 107 | Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project | |||
| 71 | 108 | Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. 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 and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1 | 2 | Nos. | |
| 72 | 109 | Providing and Fixing 'Maintenance Board' of PMGSY / Bharat Nirman Project | |||
| 73 | 110 | Providing and fixing of typical Maintenance board as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. 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 and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1 | 2 | Nos. | |
| 74 | 111 | Cross Drainage Structure | |||
| 75 | 112 | BILL NO. VI : CD Works | |||
| 76 | 113 | Box cell Culvert | |||
| 77 | 114 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. | |||
| 78 | 115 | (A) Ordinary Soil\n(I) Upto 3 m depth | 716.89 | Cum | |
| 79 | 118 | Construction of Wing Walls, Return Wall etc. | |||
| 80 | 119 | Providing M-15 concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203. | 5.28 | Cum | |
| 81 | 120 | Brick masonry work in 1:4 cement mortar in wing wall, Return wall etc. complete excepting pointing & plastering as per drawing & technical specification clause 602,603,604,1202 and 1204. | 39.6 | Cum | |
| 82 | 121 | Plastering with cement mortar (1:4) 15 mm thick on brickwork in wing wall, Return wall etc. in substructure as per technical specification clause 613.4 & 1204 | 58.92 | Sqm | |
| 83 | 122 | Plain / reinforced cement concrete in substructure complete as per drawing & technical specification Clause 802,804,805,806,807,1202 & 1204. | |||
| 84 | 123 | (i) PCC grade M-15 below base slab | 59.57 | Cum | |
| 85 | 124 | (i) RCC grade M-15 in Pillars for inscribing Structure Number | 1.28 | Cum | |
| 86 | 125 | (i) RCC grade M-25 | 112.2 | Cum | |
| 87 | 126 | Plain cement concrete grade M20 in substructure complete as per drawing & technical specification Clause 802,804,805,806,807,1202 & 1204. | 124.42 | Cum | |
| 88 | 127 | Supplying, fitting & placing HYSD bar | |||
| 89 | 128 | Supporting fitting and placing HYSD bar reinforcement (Fe500) in substructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202. | |||
| 90 | 129 | (I) In RCC Box | 16.54 | Tonne | |
| 91 | 130 | (II) In Pillar for inscribing Structure Number | 0.08 | Tonne | |
| 92 | 131 | Providing and laying reinforced cement concrete (using fine sand) in superstructure as per drawing and technical specification clause 800,1205.4 & 1205.5 | |||
| 93 | 132 | (I) In RCC grade M25 | 69.89 | Cum | |
| 94 | 133 | Supplying, fitting & placing HYSD bar | |||
| 95 | 134 | Supporting fitting and placing HYSD bar reinforcement in superstructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202. | 10.33 | Tonne | |
| 96 | 135 | Weep hole | |||
| 97 | 136 | 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 technical specification clauses 614, 709, 1204.3.7 | 36 | no | |
| 98 | 137 | Drainage spout | |||
| 99 | 138 | Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209 | 12 | no | |
| 100 | 139 | Providing and laying of cement concrete block pitching | |||
| 101 | 140 | Providing and laying of cement concrete blocks of size as per Table 1300 1 cast - in - situ and made with nominal mix of M-15 grade cement concrete (Using jhama Brick aggregate) as per drawing and technical specification clauses 1301 ((rate includes preparation of floor) | 35.97 | cum | |
| 102 | 141 | Painting two coats on new concrete surface | |||
| 103 | 142 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surface as per drawing and Technical Specification on Pillars for inscribing Structure Number | 14.72 | Sqm | |
| 104 | 143 | Printing new letters and figures of any shade | |||
| 105 | 144 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701\n in English or Roman\nHyphens, commas and the like not to be measured and paid for. Detail for 100 letters of 160 mm height, i.e., 1.6 m | 1600 | per cm height per letter | |
| 106 | 145 | RCC Bridge ( CH:1767 m) | |||
| 107 | 146 | Excavation for structure | |||
| 108 | 147 | Without dewatering.\nEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.\nOrdinary Soil\nUpto 3 m depth | 679.06 | Cum | |
| 109 | 148 | Filling in foundation | |||
| 110 | 149 | Filling in foundation trenches as per drawing & technical specification Clause 305.3.9\nEarth filling (For marshy soil) | 453.23 | Cum | |
| 111 | 150 | Pile | |||
| 112 | 151 | Bored Cast-in-Situ piles 1200 mm dia , M-25 grade RCC pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000 m. | 308.8 | m | |
| 113 | 152 | Reinforcement for Pile | |||
| 114 | 153 | Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawings & technical specifications Clauses 1000 & 1202 | 37.06 | Tonne | |
| 115 | 154 | PCC (M-15) | |||
| 116 | 155 | Providing concrete for plain / reinforced concrete in open foundation complete as per drawing & technical specification clause 802,803,1202 and 1203\nNomonal mix (1:2.5:5)(Hand mix) | 13.25 | cum | |
| 117 | 156 | RCC M-25 in Pile cap | |||
| 118 | 157 | Providing concrete for plain / reinforced concrete in open foundation complete as per drawing & technical specification clause 802,803,1202 and 1203\nRCC grade M-25 | 225.83 | cum | |
| 119 | 158 | Reinforcement for Pile cap | |||
| 120 | 159 | Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawings & technical specifications Clauses 1000 & 1202 | 17 | Tonne | |
| 121 | 160 | RCC M-25 in Abutment /Pier | |||
| 122 | 161 | Plain / reinforced cement concrete in substructure complete as per drawing & technical specification Clause 802,804,805,806,807,1202 & 1204.\nRCC Grade M-25\nFor height above 5 m upto 10 m | 50.58 | cum | |
| 123 | 162 | Reinforcement for Abutment /Pier | |||
| 124 | 163 | Supplying, fitting & placing HYSD bar reinforcement in substructure complete as per drawings & technical specifications Clauses 1002,1005,1010 & 1202 | 4.17 | Tonne | |
| 125 | 164 | Weep hole | |||
| 126 | 165 | 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. | 26 | nos. | |
| 127 | 166 | Backfilling | |||
| 128 | 167 | Back filling behind abutment , wing wall & return wall complete as per drawing & technical specification clause 1204.3.8\nSandy material | 221.94 | cum | |
| 129 | 168 | Filter media | |||
| 130 | 169 | Providing & laying filter media with granular crushed aggregate 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 technical specification clause 1204.3.8 | 38.05 | cum | |
| 131 | 170 | Elastomeric Bearting | |||
| 132 | 171 | Supplying, fitting & fixing in position true to line & level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete including all accessories as per drawings & technical specification Clause 1207.1 | 65280 | Cu.cm | |
| 133 | 172 | Bearing with Steel attachment | |||
| 134 | 173 | Supplying, fitting & fixing in position true to line & level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete including all accessories as per drawings & technical specification with all lifts and lead | 43668 | Cu.cm | |
| 135 | 174 | Expansion Joint | |||
| 136 | 175 | Supplying and installing strip seal type Elastomeric expansion joint of approved design and make as per drawing and technical specification of MoRTH with all lifts and lead upto 1000 m. | 13.2 | m | |
| 137 | 176 | RCC Superstructure | |||
| 138 | 177 | Providing & laying reinforced cement concrete in superstructure as per drawing & technical specification Clause 800,\nRCC M-25\nFor height from 5 m to 10 m | 142.06 | cum | |
| 139 | 178 | Reinforcement for Superstructure | |||
| 140 | 179 | Supplying, fitting & placing HYSD bar reinforcement in superstructure complete as per drawings & technical specifications Clauses 1002,1010 & 1202 | 25.57 | Tonne | |
| 141 | 180 | Handralling | |||
| 142 | 181 | Construction of RCC railing of M 30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings ( No. SD / 202 ), including all formworks required and MoRT&H Technical Specification Clause 2703, 1500, 1600, 1700. (including centering, shuttering, staging etc. and reinforcement ) | 73.92 | m | |
| 143 | 182 | Wearing Course | |||
| 144 | 183 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawings & technical specifications Clauses 800, 900 & 1206.3 | 15.25 | cum | |
| 145 | 184 | Drainage spout | |||
| 146 | 185 | Providing and placing in position drainage Spouts complete as per drawing ( SD / 205 ) and MoRT&H Technical Specification Clause 515, 2705. | 12 | nos. | |
| 147 | 186 | PCC below Approach slab | |||
| 148 | 187 | P.C.C. M 15 oridinary grade (1:2.5:5) levelling course below approach slab complete as per drawing & technical specifications Clauses 800 and 1211\nP.C.C grade M 15\nNominal mix 1:2.5:5 (Hand mixing) | 6.93 | cum | |
| 149 | 188 | Approach slab | |||
| 150 | 189 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement & formwork complete as per drawing & technical specifications Clauses 800 & 1211 | 17.28 | cum | |
| 151 | 190 | Routine Load test | |||
| 152 | 191 | Routine load test including supply of all tools & tackles required for testing, supply of kentledge, making all arrangement for testing, erection of kentledge, recording data analysing the data. | 1 | nos. | |
| 153 | 192 | RCC Bridge ( CH:2870 m) | |||
| 154 | 193 | Excavation for structure | |||
| 155 | 194 | Without dewatering.\nEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.\nOrdinary Soil\nUpto 3 m depth | 479 | Cum | |
| 156 | 195 | Filling in foundation | |||
| 157 | 196 | Filling in foundation trenches as per drawing & technical specification Clause 305.3.9\nEarth filling (For marshy soil) | 319 | Cum | |
| 158 | 197 | Pile | |||
| 159 | 198 | Bored Cast-in-Situ piles 1200 mm dia , M-25 grade RCC pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000 m. | 231.6 | m | |
| 160 | 199 | Reinforcement for Pile | |||
| 161 | 200 | Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawings & technical specifications Clauses 1000 & 1202 | 27.79 | Tonne | |
| 162 | 201 | PCC (M-15) | |||
| 163 | 202 | Providing concrete for plain / reinforced concrete in open foundation complete as per drawing & technical specification clause 802,803,1202 and 1203\nNomonal mix (1:2.5:5)(Hand mix) | 9.44 | cum | |
| 164 | 203 | RCC M-25 in Pile cap | |||
| 165 | 204 | Providing concrete for plain / reinforced concrete in open foundation complete as per drawing & technical specification clause 802,803,1202 and 1203\nRCC grade M-25 | 159.73 | cum | |
| 166 | 205 | Reinforcement for Pile cap | |||
| 167 | 206 | Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawings & technical specifications Clauses 1000 & 1202 | 12.3 | t | |
| 168 | 207 | RCC M-25 in Abutment /Pier | |||
| 169 | 208 | Plain / reinforced cement concrete in substructure complete as per drawing & technical specification Clause 802,804,805,806,807,1202 & 1204.\nRCC Grade M-25\nFor height above 5 m upto 10 m | 47.7 | cum | |
| 170 | 209 | Reinforcement for Abutment /Pier | |||
| 171 | 210 | Supplying, fitting & placing HYSD bar reinforcement in substructure complete as per drawings & technical specifications Clauses 1002,1005,1010 & 1202 | 3.94 | Tonne | |
| 172 | 211 | Weep hole | |||
| 173 | 212 | 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. | 26 | nos. | |
| 174 | 213 | Backfilling | |||
| 175 | 214 | Back filling behind abutment , wing wall & return wall complete as per drawing & technical specification clause 1204.3.8\nSandy material | 212.52 | cum | |
| 176 | 215 | Filter media | |||
| 177 | 216 | Providing & laying filter media with granular crushed aggregate 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 technical specification clause 1204.3.8 | 36.43 | cum | |
| 178 | 217 | Elastomeric Bearting | |||
| 179 | 218 | Supplying, fitting & fixing in position true to line & level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete including all accessories as per drawings & technical specification Clause 1207.1 | 57600 | Cu.cm | |
| 180 | 219 | Bearing with Steel attachment | |||
| 181 | 220 | Supplying, fitting & fixing in position true to line & level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete including all accessories as per drawings & technical specification with all lifts and lead | 42324 | Cu.cm | |
| 182 | 221 | Expansion Joint | |||
| 183 | 222 | Supplying and installing strip seal type Elastomeric expansion joint of approved design and make as per drawing and technical specification of MoRTH with all lifts and lead upto 1000 m. | 13.2 | m | |
| 184 | 223 | RCC Superstructure | |||
| 185 | 224 | Providing & laying reinforced cement concrete in superstructure as per drawing & technical specification Clause 800,\nRCC M-25\nFor height from 5 m to 10 m | 119.55 | cum | |
| 186 | 225 | Reinforcement for Superstructure | |||
| 187 | 226 | Supplying, fitting & placing HYSD bar reinforcement in superstructure complete as per drawings & technical specifications Clauses 1002,1010 & 1202 | 23.91 | Tonne | |
| 188 | 227 | Handralling | |||
| 189 | 228 | Construction of RCC railing of M 30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings ( No. SD / 202 ), including all formworks required and MoRT&H Technical Specification Clause 2703, 1500, 1600, 1700. (including centering, shuttering, staging etc. and reinforcement ) | 67.95 | m | |
| 190 | 229 | Wearing Course | |||
| 191 | 230 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawings & technical specifications Clauses 800, 900 & 1206.3 | 14.01 | cum | |
| 192 | 231 | Drainage spout | |||
| 193 | 232 | Providing and placing in position drainage Spouts complete as per drawing ( SD / 205 ) and MoRT&H Technical Specification Clause 515, 2705. | 10 | nos. | |
| 194 | 233 | PCC below Approach slab | |||
| 195 | 234 | P.C.C. M 15 oridinary grade (1:2.5:5) levelling course below approach slab complete as per drawing & technical specifications Clauses 800 and 1211\nP.C.C grade M 15\nNominal mix 1:2.5:5 (Hand mixing) | 6.93 | cum | |
| 196 | 235 | Approach slab | |||
| 197 | 236 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement & formwork complete as per drawing & technical specifications Clauses 800 & 1211 | 17.28 | cum | |
| 198 | 237 | Routine Load test | |||
| 199 | 238 | Routine load test including supply of all tools & tackles required for testing, supply of kentledge, making all arrangement for testing, erection of kentledge, recording data analysing the data. | 1 | nos. | |
| 200 | 239 | Maintenance | |||
| 201 | 240 | Total for 1st year maintenance (including 5% inflation) | 2.919 | Km | |
| 202 | 241 | Total for 2nd year maintenance (including 10% inflation) | 2.919 | Km | |
| 203 | 242 | Total for 3rd year maintenance (including 15% inflation) | 2.919 | Km | |
| 204 | 243 | Total for 4th year maintenance (including 20% inflation) | 2.919 | Km | |
| 205 | 244 | Total for 5th year maintenance (including 25% inflation) | 2.919 | Km |
AI Tender Summary
Tender Timeline
Nov 02, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedNov 23, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 23, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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