Tender For Strengthening, Widening/Reconstruction Of Pindi To Giru-Gudri Via Ganjana, Sokda, Badakaisall Road (Total Length 19.149 K.M) Under Road Division, Manoharpur.
Tender Value
123.74 Crore
Estimated cost
Bid Submission
19 Nov 2026
4 days left
EMD
1.23 Crore
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Khunti → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Strengthening, Widening/Reconstruction Of Pindi To Giru-Gudri Via Ganjana, Sokda, Badakaisall Road (Total Length 19.149 K.M) Under Road Division, Manoharpur.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 26-Oct-2026 | Correction in BOQ | BOQ | 19-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. SOR2.03(i)A |
| 2 | Cutting of trees,including cutting of trunks,branches and removal of stumps,roots, stacking of serviceble material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. (i) 300-600 mm .SOR2.01+2.02 |
| 3 | Cutting of trees,including cutting of trunks,branches and removal of stumps,roots, stacking of serviceble material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. (ii) 600-900 mm.SOR2.01+2.02 |
| 4 | Cutting of trees,including cutting of trunks,branches and removal of stumps,roots, stacking of serviceble material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. (iii) 900-1800 mm.SOR2.01+2.02 |
| 5 | Cutting of trees, including cutting of trunks,branches and removal of stumps,roots, stacking of serviceble material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. (iv) >1800 mm.SOR2.01+2.02 |
| 6 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres.(i) Bituminous Course by mechanical means SOR 2.05 II(A) |
| 7 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately SOR 2.06 |
| 8 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m (including royality @ Rs. 27.48 per including watering rolling & compaction) (i) Ordinary soil SOR 3.06 |
| 9 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m (including royality @ Rs. 27.48 per including watering rolling & compaction) (ii) Ordinary Rock |
| 10 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m (including royality @ Rs. 27.48 per including watering rolling & compaction) (iii)Hard Rock |
| 11 | 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.SOR 3.17(i) |
| 12 | Construction of granular sub base course by. providing coarse graded material. SOR 4.01A(I) |
| 13 | Providing laying, spreading & compacting aggregates of specific sizes to WBM specification including spreading in uniform thickness, packing, rolling with roller 8-10 tonnes in stages to proper grade & camber, applying & brooming requisite type of screening materials to fill interices of coarse aggregates, watering & compacting to reqd. density SOR 4.11B(i)C |
| 14 | Providing laying, spreading & compacting aggregates of specific sizes to WBM specification including spreading in uniform thickness, packing, rolling with roller 8-10 tonnes in stages to proper grade & camber, applying & brooming requisite type of screening materials to fill interices of coarse aggregates, watering & compacting to reqd. density SOR 4.11B(ii)b |
| 15 | Construction of Embankment with approved material form borrow pits with all lifts and leads, trasporting to site, grading to required slope and compacting to meet requirement of table 300.2 including cost of wattering, rolling and compaction with vib roller as per MOSRT&H sp. cl. 305 vide SR 3.16 |
| 16 | Construction of Subgrade and EarthenConstruction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.SOR 3.18 |
| 17 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. (5th revision) and direction of E/I SOR 4.01 B (v) Grading V |
| 18 | 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)SOR 4.14, plant mix |
| 19 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. SOR 5.01 A1 |
| 20 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.SOR 5.02,i |
| 21 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom.SOR 5.02,ii |
| 22 | Dense graded Bituminous Macadam Grading-II With VG-30 Bulk BitumenProviding and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total 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 MORT&H specification clause no. 505 complete in all respects with VG-30 Bulk Bitumen, SOR 5.04AB |
| 23 | Bituminous concrete Grading- II With. VG-30 Bulk BitumenProviding and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent 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 MORT&H specification clause no. 507 complete in all respects with VG-30 Bulk Bitumen.for Grading-II , SOR 5.05AB |
| 24 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. SOR 8.04( ii) 90 cm equilateral triangle |
| 25 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. SOR 8.04( xiii) 60 cm x 60 cm square |
| 26 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. SOR 8.04(x) 80 cm x 60 cm rectangular |
| 27 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. SOR 8.04(xii) 60 cm x 45 cm rectangular |
| 28 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. SOR 8.04( viii) 60 cm circular |
| 29 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. SOR 8.04(xv) 90 cm high octagon |
| 30 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade.SOR 8.03(ii) |
| 31 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.SOR 8.13 |
| 32 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work(Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control) SOR - 8.11 (i) |
| 33 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.5th k.m. stone.SOR 8.14(i) |
| 34 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.Ordinary k.m. stone.SOR 8.14(ii) |
| 35 | Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10mmx100mmx100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.) SOR 8.35 |
| 36 | Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.SOR 8.15 |
| 37 | 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.SOR 8.23(A) |
| 38 | Street Lighting (Providing and erecting streetlight mounted on a steel circular hollow pole of standard specifications for street lighting, 10 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.)SOR 8.27 |
| 39 | Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 2mm thick 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 design requirements and approved plans & as per IRC: 67)SOR-8.07(A)Truss &Vertical support. |
| 40 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.RCC Grade M20 using batching plant, transit mixture & Concrete pump. SOR 12.08c1 |
| 41 | Fixing of reflective sheeting including all cost of materials and fitting charge complete work as per specifications and directions.NSas per model estimate |
| 42 | Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. SOR 3.11 |
| 43 | plain/reinforce cement concrete for wall and slab,M25 Sub structure SOR 13.05FP |
| 44 | plain/reinforce cement concrete for wall and slab,M25 superstructure SOR 14.01BiP |
| 45 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC M15 SOR 12.08 A |
| 46 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble masonry (first sort)SOR 12.07(A) |
| 47 | Stone masonry work in cement mortar 1:3 for Foundation complete as per drawing and technical specifications.Random Rubble masonry (coursed/uncoursed)SOR 12.07B |
| 48 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.SOR 13.04A |
| 49 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications.PCC Grade M20 using batching plant, transit mixer & concrete pump.SOR 13.05(B)(p) |
| 50 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications.PCC Grade M20 using batching plant, transit mixer & concrete pump.SOR 13.05(E)(p)1 |
| 51 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.SOR 13.08 |
| 52 | Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications.SOR 13.3 |
| 53 | Providing filter media with stone metal grade-III conforming to MORT&HTable 400-7, free from grass, dirt and debris and other loose and deleterious materials likely to deteriorate, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation incidental charges, all taxes and royalty etc. all complete job as per design/drawing and technical specification and MORT&H specification clause 305 and other relevant clauses and direction of El . SOR 13.10 |
| 54 | Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.SOR 16.11 |
| 55 | Laying Reinforced cement concrete pipe 1.2 m NP4 / prestressed 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 . SOR-9.04(B) |
| 56 | E/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring). 1. ordinary Soil SOR no 12.01,1 B(i) |
| 57 | Providing PCC M10 with nominal mix( 1:3:6 ) SOR 12.04 |
| 58 | E/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring). Weathered rock SOR 12.1(ii)B |
| 59 | E/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring). Hard rock SOR no 12.01(iv)A |
| 60 | Filling Annular Space Around Footing in Rock (Lean cement concrete 1:3:6 nominal mix,SOR 12.02 |
| 61 | Providing PCC/RCC mechanically mixed concrete in Abutment foundation, Pier Foundation, Pile Cap with graded stone aggregate 40mm nominal size and clean coarse sand of FM 2 and above, well screened, free from all dirt, dust shells and other deleterious materials, including cost of all materials form work, labour, handling material at site, centering and shuttering, screening, mixing in cement mixer, placingin position, vibrating, hire and running charges of concrete mixer and needle vibrater, curing cost of water with all leads and lifts, all taxes and royalties, incidental charges, hire and running charges of machinery, depreciation, major/minor repair, POL and other lubricants, pay of machinary staff, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation etc. all complete job as perdesign/drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of Ell(excluding cost of reinforcement and it's cutting, bending. binding etc. M30, SOR 12.08 G 1 |
| 62 | Providing HYSD bars in all types of RCC works in abutment Foundation, pier Foundation, Pier Cap, Pile including cutting to sizes, bending, binding, placing in position on cement cubes with cost of all materials, labour, tools and plants, all taxes, handling materials at siteand incidental charges, all complete job as per design/drawing and technical specification and MORT&H specifications clauses and other relevant clauses and direction of E/l SOR-12.42 |
| 63 | Providing precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to the line and grade, tolerance of RCC vertical post not to exceed 1 in 500, centre to centre spacing between the vertical post not to exceed 2000mm, leaving adequate space between vertical post for expansion, complete as per approved drawing and Technical specification (Parapet wall) M20 SOR 15.12 (A) |
| 64 | 150 mm thick flat stone in 300 thick concrete M15 PCC in Floor Apron. 16.08A |
| 65 | Providing PCC/RCC mechanically mixed concrete in abutment, Pier, wing wall, return wall, curtain wall, toe wall with graded stone aggregate 40mm nominal size and dean coarse sand of FM 2 and above, well screened, free from all dirt, dust shells and other deleterious materials, including cost of all materials form work, labour, handling material at site, centering and shuttering, screening, mixing in cement mixer, placingin position, vibrating, hire and running charges of concrete mixer and needle vibrater, curing cost of water with all leads and Ifts. all taxes and royalties, incidental charges, hire and running charges of machinery, depreciation, major/minor repair, POL and other lubricants, pay of machinary staff, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation etc. all complete job as perdesign/drawing and tech technical specification and MORT&H specification clauses and other relevant clauses and direction of Eli(excluding cost of reinforcement and it's cutting, bending binding etc.)M30 SOR 13.05( G)P |
| 66 | Providing weep holes in PCC/RCC in abutment, wing wall, return wall with 100mm dia A.C. pipes, collar, M.S. clamps including cost of all materials and labour, providing light. barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation incidental charges, all taxes and royalty etc. all complete job as per design/drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of El , SOR 15.14 |
| 67 | Providing HYSD bars in all types of RCC works in abutment, return wall, pier shaft, abutment cap, pier cap including cutting to sizes, bending, binding, placing in position on cement cubes with cost of all materials, labour, tools and plants, all taxes, handling materials at sileand incidental charges, all complete job as per desigr/drawing and technical specification and MORT&H specifications clauses and other relevant clauses and direction of EllFe 500 D , SOR 13.6 |
| 68 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.SOR-14.10 Case-I |
| 69 | Providing PCC/RCC mechanically mixed concrete in Deck slab, girder, bed block, and Foot path, with graded stone aggregate 20mm nominal size and clean coarse sand of FM 2 and above, well screened, free from all dirt, dust shells and other deleterious materials, including cost of all materials form work, labour, handling material at site, centering and shuttering, screening, mixing in cement mixer, placingin position, vibrating, hire and running charges of concrete mixer and needle vibrater, curing cost of water with all leads and lifts, all taxes and royalties, incidental charges, hire and running charges of machinery, depreciation, major/minor repair, POL and other lubricants, pay of machinary staff, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation etc. all complete job as per design/drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of Ell(excluding cost of reinforcement and it's cutting, bending. binding etc.) M35TOTAL CONCRETE IN SUPERSTRUCTURE (excluding ralling) SOR 14.01Dii(p) |
| 70 | 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. RWINH-33022/1/94-DO Ill dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)M40 Crash Barrier, SOR 14.15B |
| 71 | Providing and laying Reinforced cement concrete wearing coat m30 grade including reinforcement SOR 14.04 |
| 72 | Reinforced cement concrete M30 grade , approach slab including reinforcement and formwork complete as per drawing and Technical specification.SOR-14.11 |
| 73 | Drainage spouts complete as per Drawing and Technical Specifications.SOR-15.17 |
| 74 | Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-I) section IX and Mort&H specification complete including all accessories as per drwaing and technical specifications.SOR-13.16 |
| 75 | Providing HYSD bars in all types of RCC works in Girder. Deck slab, bed, block, abutment, return wall, pier shaft, abutment cap, pier cap including cutting to sizes, bending, binding, placing in position on cement cubes with cost of all materials, labour, tools and plants, all taxes, handling materials at site and incidental charges, all complete job as per design/drawing and technical specification and MORT&H specifications clauses relevant clauses and direction of Et andSOR 14.2SUPERSTRUCTURE |
| 76 | 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.SOR-14.21 |
| 77 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications.SOR-13.9 |
| 78 | 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.SOR-16.04(A) |
| 79 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.SOR-16.05 |
| 80 | Providing and laying of PCC M15 Curtain wall , SOR 15.11A1 |
| 81 | 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 sqm. SOR-14.16 |
| 82 | Providing 20mm thick premix carpet, SOR 5.08 type B |
| 83 | Add 18 % GST (in Basic Rate must fill 18) |
| 84 | Add 1 % Labour Cess (in Basic Rate must fill 1) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 26, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 19, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysNov 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
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