Tender For Civil Works - Road Works :-Mr-N/19-20 Baisi/08
Tender Value
4.12 Crore
Estimated cost
Bid Submission
05 Aug 2019
0 days left
EMD
8.24 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BAISI → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Civil Works - Road Works :-mr-n / 19-20 baisi / 08
BOQ
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
|---|---|---|---|---|---|
| 1 | 1 | BAISA (RAUTA BAZAR ) TO RAHAT BALIYA VIA RANGAMATI\nClearing and Grubbing Road Land including uprooting wild vegetation , grass,bushes,shurbs,saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and unseviceable materials & 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(clause201.1) | 1.05 | Hec. | |
| 2 | 2 | Dismentling of cemnt concrete Pavement by mechnical means using pneumatic tools breaking to pieces to pices not exceding 0.02 Cum in volume and stock pilling at designated location and disposal of dismentling materials upto a lead of 1000 m, stacking serviceable and unserviceble materials separately. | 15.44 | cum | |
| 3 | 3 | 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. | 4725 | cum | |
| 4 | 4 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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 Specification Clause 401. | 473.91 | cum | |
| 5 | 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 385.69 | cum | |
| 6 | 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.. | 422.39 | cum | |
| 7 | 7 | 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 5631.87 | SQM | |
| 8 | 8 | Providing , laying and rolling of close graded premix surface material of 20 mm thick composed 11.2 mm to 0.9 mm (Type A) or 13.2 mm to 0.09 mm (Type B) aggregate using penetraiotn grade bitumen to required line, grade and level to serve as wearing course on a previously base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller and finishing to required level and graded as per Technical Sepecification Clsuse 509 Type B. | 5631.87 | SQM | |
| 9 | 9 | Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. | 25319.4 | SQM | |
| 10 | 10 | Providing and laying semi dense bituminous concrete\nwith 100-120 TPH batch type HMP producing an\naverage output of 75 tonnes per hour using crushed\naggregates of specified grading, premixed with\nbituminous binder @ 4.5 to 5 per cent of mix and filler\ntransporting the hot mix to work site, laying with a\nhydrostatic paver finisher with mechanical 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. 508 complete in all respects. | 495.33 | cum | |
| 11 | 11 | Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.\ni) 5 Th Km Stone | 1 | Each | |
| 12 | 12 | Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.\nii) Km stone | 6 | Each | |
| 13 | 13 | Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.\niii) 200 mt Stone | 21 | Each | |
| 14 | 14 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made ofencapsulated lens type reflective sheeting vide Clause1701.2.3, fixed over aluminium sheeting 2 mm thick with area exceeing 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 | 2 | Each | |
| 15 | 15 | 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 galvansied 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 Clsuse 810. | 60 | mt. | |
| 16 | 16 | Providing and laying of hot applied (Thromoplastic compound 2.5 mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be be level, uniform and free streaks and holes. | 1050 | SQM | |
| 17 | 17 | Reinforced cement concrete M15 gradeBoundary piller /local stone of standard design as per IRC:25 fixing in position including finishing and letter but excluding painting as per drawing and Technical Specification Clause 1704 | 60 | Each | |
| 18 | 18 | Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel 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 road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. \n600 mm equilateral & triangle, OR | 37 | Each | |
| 19 | 19 | Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel 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 road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. \n600 mm circular , OR | 14 | Each | |
| 20 | 20 | Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel 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 road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. \n600 mm x 450 mm rectangular, OR | 35 | Each | |
| 21 | 21 | 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 | 92.16 | SQM | |
| 22 | 22 | 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 | 3520 | per cm per height | |
| 23 | 23 | Planting of trees by te road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaning the plants for one year | 262.5 | Each | |
| 24 | 24 | ( III ) brrda logo\" and maintenance logo Bord\nProviding and fixing of typical Project 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 | 2 | Each | |
| 25 | 25 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 92.16 | SQM | |
| 26 | 26 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 | 4.32 | SQM | |
| 27 | 27 | Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (A) Ordinary Soil | 78.28 | cum | |
| 28 | 28 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 | 3.34 | cum | |
| 29 | 29 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 5.06 | cum | |
| 30 | 30 | Plain/reinforced cement rcc grade m-25 concrete in box cell complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | 38.22 | cum | |
| 31 | 31 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 | 21.6 | cum | |
| 32 | 32 | 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 | 40 | Each | |
| 33 | 33 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | 32.4 | cum | |
| 34 | 34 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 2.92 | Mt. | |
| 35 | 35 | 1st Year Maintenance cost | 5.25 | Year | |
| 36 | 36 | 2nd Year Maintenance cost | 5.25 | Year | |
| 37 | 37 | 3rd Year Maintenance cost | 5.25 | Year | |
| 38 | 38 | 4th Year Maintenance cost | 5.25 | Year | |
| 39 | 39 | 5th Year Maintenance cost | 5.25 | Year | |
| 40 | 40 | ADD LABOUR CESS @ 1% | 1 | RS | |
| 41 | 41 | ADD GST @ 12% | 1 | RS | |
| 42 | 42 | MALHANA TO PATALWA\nClearing and Grubbing Road Land including uprooting wild vegetation , grass,bushes,shurbs,saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and unseviceable materials & 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(clause201.1) | 0.69 | Hec. | |
| 43 | 43 | 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. | 3066 | cum | |
| 44 | 44 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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 Specification Clause 401. | 271.81 | cum | |
| 45 | 45 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 129.3 | cum | |
| 46 | 46 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.. | 179.22 | cum | |
| 47 | 47 | 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 2389.6 | Sqm | |
| 48 | 48 | Providing , laying and rolling of close graded premix surface material of 20 mm thick composed 11.2 mm to 0.9 mm (Type A) or 13.2 mm to 0.09 mm (Type B) aggregate using penetraiotn grade bitumen to required line, grade and level to serve as wearing course on a previously base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller and finishing to required level and graded as per Technical Sepecification Clsuse 509 Type B. | 2389.6 | Sqm | |
| 49 | 49 | Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. | 15364.6 | Sqm | |
| 50 | 50 | Providing and laying semi dense bituminous concrete\nwith 100-120 TPH batch type HMP producing an\naverage output of 75 tonnes per hour using crushed\naggregates of specified grading, premixed with\nbituminous binder @ 4.5 to 5 per cent of mix and filler\ntransporting the hot mix to work site, laying with a\nhydrostatic paver finisher with mechanical 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. 508 complete in all respects. | 326.28 | cum | |
| 51 | 51 | Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.\ni) 5 Th Km Stone | 1 | Each | |
| 52 | 52 | Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.\nii) Km stone | 4 | Each | |
| 53 | 53 | Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.\niii) 200 mt Stone | 14 | Each | |
| 54 | 54 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made ofencapsulated lens type reflective sheeting vide Clause1701.2.3, fixed over aluminium sheeting 2 mm thick with area exceeing 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 | 2 | Each | |
| 55 | 55 | Providing and laying of hot applied (Thromoplastic compound 2.5 mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be be level, uniform and free streaks and holes. | 692 | Sqm | |
| 56 | 56 | Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel 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 road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. \n600 mm equilateral & triangle, OR | 45 | Each | |
| 57 | 57 | Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel 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 road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. \n600 mm circular , OR | 10 | Each | |
| 58 | 58 | Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel 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 road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. \n600 mm x 450 mm rectangular, OR | 16 | Each | |
| 59 | 59 | 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 | 87.04 | Sqm | |
| 60 | 60 | 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 | 704 | per cm per height | |
| 61 | 61 | Planting of trees by te road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaning the plants for one year | 173 | Each | |
| 62 | 62 | ( III ) brrda logo\" and maintenance logo Bord\nProviding and fixing of typical Project 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 | 2 | Each | |
| 63 | 63 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 87.04 | Sqm | |
| 64 | 64 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 | 3.26 | Sqm | |
| 65 | 65 | Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (A) Ordinary Soil | 39.14 | Cum | |
| 66 | 66 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 | 1.67 | Cum | |
| 67 | 67 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 2.53 | Cum | |
| 68 | 68 | Plain/reinforced cement RCC grade M-25 concrete in box cell complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | 19.11 | Cum | |
| 69 | 69 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 | 10.8 | Cum | |
| 70 | 70 | 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 | 20 | Each | |
| 71 | 71 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | 16.2 | Cum | |
| 72 | 72 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 1.46 | MT | |
| 73 | 73 | Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (A) Ordinary Soil | 260.31 | Cum | |
| 74 | 74 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Pcc ( M 15) | 15.55 | Cum | |
| 75 | 75 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 PCC Grade M-20 | 67.6 | Cum | |
| 76 | 76 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 \nPCC Grade M-20 | 54.05 | Cum | |
| 77 | 77 | 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 | 54 | Each | |
| 78 | 78 | Providing & Laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 | 26.97 | cum | |
| 79 | 79 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 5.58 | MT | |
| 80 | 80 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 | 79.08 | cum | |
| 81 | 81 | Providing and 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 and bigger size towards the wall and 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 | 42.83 | cum | |
| 82 | 82 | Providing & Laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 | 11.03 | cum | |
| 83 | 83 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 0.99 | MT | |
| 84 | 84 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 | 9.8 | RM | |
| 85 | 85 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 10.82 | cum | |
| 86 | 86 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 66.28 | cum | |
| 87 | 87 | 1st Year Maintenance cost | 3.46 | Year | |
| 88 | 88 | 2nd Year Maintenance cost | 3.46 | Year | |
| 89 | 89 | 3rd Year Maintenance cost | 3.46 | Year | |
| 90 | 90 | 4th Year Maintenance cost | 3.46 | Year | |
| 91 | 91 | 5th Year Maintenance cost | 3.46 | Year | |
| 92 | 92 | ADD LABOUR CESS @ 1% | 1 | RS | |
| 93 | 93 | ADD GST @ 12% | 1 | RS |
AI Tender Summary
Tender Timeline
Jul 29, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedAug 05, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 05, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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