Tender For Reconstruction Work Of Talwa To Kharutola Via Salpani (Length - 11.770 Km.) And Chandana To Sridharpara Link Road (Length - 6.140 Km.) [Total Length - 17.910 Km.] Under Road Division - Pakur For The Year 2026-27
Tender Value
79.19 Crore
Estimated cost
Bid Submission
29 Aug 2026
33 days left
EMD
80 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
Pakur → Jharkhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Reconstruction Work Of Talwa To Kharutola Via Salpani (Length - 11.770 Km.) And Chandana To Sridharpara Link Road (Length - 6.140 Km.) [Total Length - 17.910 Km.] Under Road Division - Pakur For The Year 2026-27
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.By Manual means:-In area of light jungle.Vide RCD SOR 2.03(i) A |
| 2 | Cutting of trees, excluding removal of stumps and roots of trees (i) Girth from 300mm to 600mm.Vide RCD SOR 2.01 A(i) |
| 3 | Cutting of trees, excluding removal of stumps and roots of trees(ii) Girth from 600mm to 900mm.Vide RCD SOR 2.01 A(ii) |
| 4 | Cutting of trees, excluding removal of stumps and roots of trees(iii) Girth from 900mm to 1800mm Vide RCD SOR 2.01 A(iii) |
| 5 | Cutting of trees, excluding removal of stumps and roots of trees(Iv)Girth above 1800mm.Vide RCD SOR 2.01 A(iv) |
| 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. By Mechanaical Means using Hydraulic excavator.Vide RCD SOR - 3.15(i).Vide RCD SOR 3.15 (i) |
| 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. Vide RCD SOR - 2.06 |
| 8 | Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres.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.Vide RCD SOR - 3.06 (i) |
| 9 | 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.Vide RCD SOR - 3.17 |
| 10 | Construction of Embankment 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.Vide RCD SOR - 3.16 |
| 11 | Construction 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.Vide RCD SOR - 3.18 |
| 12 | Construction 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. STONE DUST Vide RCD SOR - 3.18 |
| 13 | Cast-in-Situ Cement Concrete Sqm.0 Kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409) PCC Sqm.0 for Kerb cast in situ.Vide RCD SOR - 8.01 (ii) |
| 14 | 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)Truss and Vertical Support .Vide RCD SOR - 8.07 A |
| 15 | Cable Duct Across the Road (Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.)Single row for one utility service.Vide RCD SOR - 8.29 (i) |
| 16 | Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings).Vide RCD SOR - 8.20 |
| 17 | High Mast pole lighting at truck lay bay Providing and erecting a high mast pole lighjting with 16 m ht. Top- 150 mm ,Bottom-360 mm and baseplate-560x20mm with foundation nbolt and all accesseries hot dip galvanised mast design to withstand forcesexerted with wind speeds of 180 KMPH with 3 seconds gust, as per IS:875 (Part-3)-1978. Vide As Per TS |
| 18 | By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.Rate per Cum. for grading-V Material.Vide RCD SOR - 4.01B (v) |
| 19 | Wet Mix Macadam (Plant Mix Method)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..Vide RCD SOR - 4.14 B |
| 20 | 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.Vide RCD SOR - 5.01 (A) |
| 21 | Tack Coat on Bituminous surfaces 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.Vide RCD SOR - 5.02 (I) |
| 22 | Tack Coat on Granular surfaces treated with primerProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.Vide RCD SOR -5.02 (ii) |
| 23 | Dense Graded Bituminous Macadam Grading-I With VG-40 Bulk Bitumen Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent 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 MoRTH specification clause No. 505 complete in all respects With VG-40 Bulk Bitumen.Vide RCD SOR - 5.04 C A |
| 24 | Dense graded Bituminous Macadam Grading-II With VG-40 Bulk Bitumen Providing 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-40 Bulk Bitumen.Vide RCD SOR - 5.04 C B |
| 25 | Dense graded Bituminous Macadam Grading-II With VG-30 Bulk Bitumen Providing 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.Vide RCD SOR - 5.04 A B |
| 26 | Bituminous concrete Grading- II With VG-40 Bulk Bitumen Providing 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-40 Bulk Bitumen.Vide RCD SOR - 5.05 C B |
| 27 | Bituminous concrete Grading- II With VG-30 Bulk Bitumen Providing 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.Vide RCD SOR -5.05 A B |
| 28 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing). 90 cm equilateral triangle. Vide RCD SOR - 8.4 (i) |
| 29 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing). 60x60 cm square. Vide RCD SOR - 8.4 (xiii) |
| 30 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing). 80 mm x 60 mm rectangular. Vide RCD SOR -8.4 (iv) |
| 31 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing). 60 cm x 45 cm rectangular. Vide RCD SOR -8.4 (v) |
| 32 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing). 60 mm circle. Vide RCD SOR -8.4 (viii) |
| 33 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing). 90 cm high octagon. Vide RCD SOR -8.4 (vii) |
| 34 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing). 60x50 mm rectangle. Vide RCD SOR -8.4 (xi) |
| 35 | Direction and Place Identification Signs upto 0.9 sqm Size Board.(Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with Sqm.5 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)Vide RCD SOR -8.05 |
| 36 | Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing).Vide RCD SOR - 8.06 |
| 37 | Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade).English and Roman (Hyphens and the like not to be measured and paid for)Vide RCD SOR - 8.03 (ii) |
| 38 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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.). Vide RCD SOR- 8.13 |
| 39 | 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 ) Over 10 cm in width.Vide RCD SOR- 8.11 (i) |
| 40 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc). 5th kilometre stone (precast). Vide RCD SOR- 8.14 (i) |
| 41 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc). Ordinary kilometer stone (precast). Vide RCD SOR- 8.14 (ii) |
| 42 | Road Delineators (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.)Vide RCD SOR- 8.15 |
| 43 | Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973). Vide RCD SOR- 8.35 |
| 44 | 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.Stone/Boulder.Vide RCD SOR- 16.04 A |
| 45 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specificationVide RCD SOR- 16.05 |
| 46 | Metal Beam Crash Barrier. Type - A, \\"W\\" : Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810). Vide RCD SOR- 8.23 A |
| 47 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres). Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.Above 900 mm. Vide RCD SOR - 2.4 (ix) C |
| 48 | Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres Lime/ Cement concrete By Manual means Cement concrete Grade M-15 & M-20.Vide RCD SOR -2.04 (i) I B |
| 49 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable By Mechanical means Prestressed/ Reinforced cement concrete grade M-20 & above material with allk lifts and lead of 1000 metresVide RCD SOR -2.04 (ii)b |
| 50 | Dismantling of flexible pavements Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately By Manual means Bituminous courses.Vide RCD SOR -2.05 (i) A |
| 51 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Random Rubble Masonry. Vide RCD SOR- 13.4 A |
| 52 | Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe 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 . 1200 mm dia.Vide RCD SOR- 9.04 B |
| 53 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC Grade Sqm.0 RCC Grade Sqm.0 using batching plant, transit mixture & Concrete pump.Vide RCD SOR-12.08C Case I |
| 54 | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. By Mechanical Means Using Screening Type-B (11.2mm agg.)Vide RCD SOR- 4.11 B (i) C |
| 55 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. By Mechanical Means Grading-II Using Screening Type-B (11.2mm agg.).Vide RCD SOR- 4.11 B (ii) (b) |
| 56 | Open-Graded Premix Surfacing Providing, laying and rolling of open-graded pemix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capcity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller finished to required level and grades.Vide RCD SOR- 5.07 |
| 57 | Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B Seal coats Case-I: Type A.Vide RCD SOR- 5.09 (i) |
| 58 | Excavation for strucutres Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Rock ( not requiring blasting) Mechanical Means.Vide RCD SOR- 12.01 II (B) |
| 59 | Excavation for strucutres Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Mechanical Means Depth upto 3 m.Vide RCD SOR- 12.01 (B) (i) |
| 60 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC Grade Sqm.5 Case I RCC Grade Sqm.5 using batching plant,transit mixer & Concrete pump.Vide RCD SOR- 12.08 E Case I |
| 61 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15 PCC Grade M15 using batching plant & Concrete pump.Vide RCD SOR- 12.08 A Case I |
| 62 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC Grade M30. RCC Grade M30 using batching plant,transit mixer & Concrete pump.Vide RCD SOR-12.08 G ( Case - I) |
| 63 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.Vide RCD SOR-12.42 |
| 64 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications RCC Grade Cum..0 Height upto 5m RCC Grade Cum..0 using batching plant, transit mixer & concrete pump.Vide RCD SOR-13.05 G (p) |
| 65 | 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.Vide RCD SOR-13.08 |
| 66 | Supplying, fitting and placing Mild steel reinforcement complete in sub structure as per drawing and technical specifications.Vide RCD SOR-13.06 |
| 67 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification PCC Grade M15 using batching plant & Concrete pump.Vide RCD SOR-14.1 Case I |
| 68 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade Cum..5 Using Batching Plant, Transit Mixer and Concrete Pump For T-beam & slab, 23-33 per cent of (a+b+c) Height upto 5m.Vide RCD SOR-14.01 D (ii) (p) |
| 69 | Crash Barriers for Bridge Provision of an Reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with Rein forced Cement Concrete With HYSD reinforcement confirming MoRT&H Specification and as per details given IRC-5 including dowel bars ,expansion joints filled with pre-moulded asphalt filler board etc.. and approved drawing and at locations directed by the Engineer ,all as specified . Crash Barriers for Bridge (Height 1100 mm) as per detais given IRC-5 (fig.-2 ) (Area -0.298 sqm. For 1 meter length ).Vide RCD SOR-14.15 B |
| 70 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Vide RCD SOR- 14.04 |
| 71 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. Vide RCD SOR- 14.11 |
| 72 | Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications.Vide RCD SOR- 13.16 |
| 73 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.Vide RCD SOR- 14.02 |
| 74 | Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.Vide RCD SOR- 14.21 |
| 75 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications Granular Material.Vide RCD SOR- 13.09 A |
| 76 | Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drwaing and technical specification.Vide RCD SOR- 13.10 |
| 77 | Conformatery bouring.Vide As Per TS |
| 78 | Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Vide RCD SOR- 14.16 |
| 79 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications RCC Grade Sqm.5 Height upto 5m RCC Grade Sqm.5 using batching plant, transit mixer & concrete pump.Vide RCD SOR- 13.05 F (p) |
| 80 | Excavation for structures Earth work in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil Manual Means Depth upto 3 m.Vide RCD SOR- 15.01 I A (i) |
| 81 | Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications. PCC Grade M15 PCC Grade M15 using batching plant & manual placing.Vide RCD SOR- 15.11 A Case II |
| 82 | Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications. PCC Grade Sqm.0 PCC Grade Sqm.0 using batching plant, transit mixer & concrete pump.Vide RCD SOR- 15.11 B Case I |
| 83 | Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specifications. RCC Grade Sqm.5 RCC Grade Sqm.5 using batching plant, transit mixer & concrete pump.Vide RCD SOR- 15.12 B |
| 84 | Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications.Vide RCD SOR-15.13 |
| 85 | Construction of precast RCC railing of Cum..0 Grade, aggregate size not exceeding 12 mm, 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 and technical specifications.Vide RCD SOR-14.06 |
| 86 | Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding. Rubble stone laid in cement mortar 1:3.Vide RCD SOR-16.08 A |
| 87 | Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.Vide RCD SOR-16.11 |
| 88 | Drainage spouts complete as per Drawing and Technical Specifications.Vide RCD SOR-15.17 |
| 89 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specifications. PCC Grade M15 using batching plant & concrete pump.Vide RCD SOR-15.15 Case I |
| 90 | Fixing of reflective sheeting including all cost of materials and fitting charge complete work as per specification and direction of E/I.Vide As Per TS |
| 91 | Add 18% GST (In Basic Rate must fill 18) |
| 92 | Add 1% Labour Cess (In Basic must Rate fill 1) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 33 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 35 daysTender Documents
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