Tender For Remaining Work Of Widening And Strengthening / Reconstruction Of Argora Chowk To Kathal More Road (Mdr-018) From Km 1+850 To Km 5+300 (Total Length - 3.450 Km) For The Year 2026-27.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
01 Dec 2026
16 days left
EMD
23.89 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
Ranchi → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Remaining Work Of Widening And Strengthening / Reconstruction Of Argora Chowk To Kathal More Road (Mdr-018) From Km 1+850 To Km 5+300 (Total Length - 3.450 Km) For The Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 2 | Cutting of trees, excluding removal of stumps and roots of trees Cutting of trees stacking of serviceble material with all lifts and up to a lead of 1000 metres.(I) Girth from 300mm to 600mm |
| 3 | Removal of stumps and roots including backfillinbg with suitable material to required compaction Removal of stumps, roots, staking of serviceable material with all lifts up to a lead of 1000 metres and earth filling in the depression/ pit. (I) Girth from 300mm to 600mm |
| 4 | Cutting of trees, excluding removal of stumps and roots of trees Cutting of trees stacking of serviceble material with all lifts and up to a lead of 1000 metres.(ii) Girth from 600 mm to 900 mm |
| 5 | Removal of stumps and roots including backfillinbg with suitable material to required compaction Removal of stumps, roots, staking of serviceable material with all lifts up to a lead of 1000 metres and earth filling in the depression/ pit. (ii) Girth from 600 mm to 900 mm |
| 6 | Cutting of trees, excluding removal of stumps and roots of trees Cutting of trees stacking of serviceble material with all lifts and up to a lead of 1000 metres.(iii) Girth from 900 mm to 1800 mm |
| 7 | Removal of stumps and roots including backfillinbg with suitable material to required compaction Removal of stumps, roots, staking of serviceable material with all lifts up to a lead of 1000 metres and earth filling in the depression/ pit.(iii) Girth from 900 mm to 1800 mm |
| 8 | 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 metresBy Manual meansCement concrete Grade M-15 & M-20 |
| 9 | 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 metresDismantling stone masonry By Manual means Rubble stone masonry in cement mortar |
| 10 | 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 |
| 11 | 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 lead of 1000 metres, stacking serviceable and unserviceable materials separately |
| 12 | Dismantling of kilometre stone including cutting of earth , foundation and disposal of dismantled material with all lifts and lead up to 1000 metres and back filling of pit5th KM stone |
| 13 | Dismantling of kilometre stone including cutting of earth , foundation anddisposal of dismantled material with all lifts and lead up to 1000 metres and back filling of pitOrdinary KM Stone |
| 14 | Dismantling of kilometre stone including cutting of earth , foundation anddisposal of dismantled material with all lifts and lead up to 1000 metres and back filling of pitHectometre Stone |
| 15 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 16 | 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. Rate per cum after adding royality @ Rs 27.48/cum |
| 17 | Construction of Median and Island with Soil Taken from Roadway Cutting Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 |
| 18 | Construction of granular sub-base by providing course graded Material Grading-V (Table:-400-2), 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 perclause 401For GSB layer Grading-V |
| 19 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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. |
| 20 | Prime Coat over WMM/WBM 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. |
| 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 bituminous surface cleaned with mechanical broom. TackCoat on Granular surfaces treated with primer |
| 22 | 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 Tack Coat on Bituminous surfaces. |
| 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 respectsWith VG-40 Bulk Bitumen. |
| 24 | 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. |
| 25 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 26 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 27 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.(i) 5th kilometre stone (precast) |
| 28 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.(ii) Ordinary kilometre stone (precast) |
| 29 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.(iii) Hectometre Stone |
| 30 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing andlettering but excluding painting |
| 31 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of2.5 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.. |
| 32 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work (Painting lines, dashes, arrows etc on roads in two coats on old 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 ) Up to 10 cm in width |
| 33 | 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.(i) 90 cm. equilateral triangle. |
| 34 | 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.(ii) 60cm circular. |
| 35 | 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.(iii) 80 cm x 60 cm rectangular |
| 36 | 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.(iv) 90 cm high octagon |
| 37 | 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..(v) 60 cm x 45 cm rectangular For Chevron |
| 38 | 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 exceeding0.9 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) |
| 39 | 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 toIRC-79 and the drawings. |
| 40 | Reflective Pavement Markers (Road Stud) Supplying, Providing and fixing of Reflective Pavement Markers (RPM), i.e. road studs shall be prismatic retro-reflective type conforming to ASTM D-4280. The Plastic body of RPM/road stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (HI-impact Polystyrene) or Acrylonitrile Butadiene Styrene (ABS). The marker height shall not be less than 10mm and shall not exceed 20mm and its width shall not exceed 130mm. The markers shall support a load of 13,635 kg tested in accordance with ASTM D 4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total Internal refiection of the light entering the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D 788 or equivalent. The optical performance of road studs shall be confirming to clause 804.4 of MoRTH specifications and complete as directed by the engineer-in-charge. |
| 41 | Anti-Glare Devices in Median Anti-glare screen with 25 mm steel pipe framework fixed with circular and rectangular vans (Providing and erecting an anti - glare screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one metre length and 1.75 metre height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger for embedding in foundation concrete, applying 2 coats of painton all exposed surfaces, all as per approved design and drawings.) |
| 42 | 9 Mtr. height Octagonal Hot - Dip galvanized pole( BOP - 9030) with top dia 70 mm, bottom dia 155 mm & made of 3 mm thick sheet, base plate dimensions 250 X 250 X 16 mm ( L x B x T) including suitable sizes of foundation bolt all complete as reqd. (Without Arm) |
| 43 | 1.5 m Single Arm suitbale for 70mm Top |
| 44 | Installation, Testing & Commissioning of the 9 Mtr. Octagonal Pole & light fitting with the help of suitable tools and plants, wiring of luminaires with all materials and construction of shallow foundation with M25 grade concrete considering safe soil bearing capacity of10T/mtrs sq. |
| 45 | Wirilg in cxisting conduit :-ls\\"ppfyr\\"g and drawing following sizes of FR PVC insulated copper lconductor single core cable in existing zurface / recessed steel / PVC loonarit including dismantling as required3 x 1.5 sq.mm |
| 46 | S.I.T.C of floowing rating LED Street lighting luminarie with pressure die cast housing and toughened glass cover (IP 66 protection) in existing pole/pipe for supply voltage 100-270V AC, 50Hz. Luminarie shall be confirm to IS: 10322 part-5/section-3 and shall be complete with all neccssary accessories as required 120W LED Street light |
| 47 | PVC/XLPE insulated PVC sheathed heavy duty, armoured electrical cable with aluminiumconductor forworking voltage up to and including L100 volts. (Conformsto IS:1554,part-1)16 sq. mm, 4 core |
| 48 | PVC/XLPE insulated PVC sheathed heavy duty, armoured electrical cable with aluminiumconductor forworking voltage up to and including L100 volts. (Conformsto IS:1554,part-1)35 sq. mm, 3.5 core |
| 49 | CABLE LUGS35sq.mm. aluminium lugs |
| 50 | CABLE LUGS16sq.mm. aluminium lugs |
| 51 | 80mm dia Earthing Electrode 2mtr. Length / 80mm dia Earthing Electrode 3mtr. Length / 50mm dia Earthing Electrode 2mtr.Length/50mm dia Earthing Electrode 3mtr. Length & BackfillCompound chemical 4 Bag(per bag 25 KG) |
| 52 | EARTHTNG, Lightening CONDUCTOR AND ACCESSORTES25 mm x5 mm x copper Strip (1.15 kg/ mtr) |
| 53 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of size exceeding 35 sq mm but not exceeding 95 sq mm direct in ground including excavation, and refilling the trench etc as rquired, but excluding sand cushioning and protective covering. |
| 54 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of size not exceeding 35 sq mm directr in ground including excavation, and refilling the trench etc as rquired, but excluding sand cushioning and protective covering. |
| 55 | S/F MCCB in cubical panel board :-Providing and fixing following rating and breaking capacity MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. asrequired. 200 amps, 35 KA, fixed thermal setting |
| 56 | S/F MCCB in cubical panel board :-Providing and fixing following rating and breaking capacity MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 25-100 amps, 16 KA, fxed thermal setting |
| 57 | S/F Panel mounted changeover :-Providing and fixing following capacity 4 pole ONJoad panel mounted changeover switches in existing cubical panel board, making connection, earthing the body etc. as required. 200 amps, 4 pole |
| 58 | 200Amp Power contactor of type AC-1 duty 1, 4 pole IS/IEC/ 60947-4-1 |
| 59 | Auxiliary contactor (1NO +1Nq of following rating 9amp lS/IEC/60947-4-1 |
| 60 | 3way 4 pole selector switch |
| 61 | Supplying and fixing 6 amps to 32 amps rating, 240 volts, 10 kA, \\"C\\" curve,miniature circuit breaker suitable for.inductive load of following poles in the existing MCB DB complete with connections, esting and commissioning etc. as required. 6/32 amps,DP |
| 62 | ON/OFF push button |
| 63 | Electronic timer-on delay/off delay for 0 to 30sec |
| 64 | DIGITAL Volt Mtr. (0-500Volt)- 3 phase class 0.5 |
| 65 | DIGITAL AMP Mtr. (0-500AMP)- 3 phaseclass 0.5 |
| 66 | LED Indicator Lamp R/Y /B/ G |
| 67 | CT Coil of CT ratio 200 / 5 lS:2705 part-3 |
| 68 | 25 mm X 5 mm copper tape (1.15 kg/mtr) =10x1.15 = 11.5 kg |
| 69 | Cast-in-Situ Cement Concrete M20 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 M15 for Kerb Base |
| 70 | Cast-in-Situ Cement Concrete M20 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 M20 for Kerb cast in situ |
| 71 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 72 | 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 811) |
| 73 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 74 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 75 | Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and bed as per relevent IRC code, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (ii Red Paver Block) |
| 76 | Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans) and as per IRC 67, Truss and verticle support. |
| 77 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20 |
| 78 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 79 | Supply and fixing of micro prismatic type Retro-Reflective sign plate made out of 2mm thick aluminium/4mm ACP sheet duly framed by MS angle iron as designed and additional vertical bracing at every 1200 mm. Back side of plate is painted in two coats of epoxy greyy paint after etching treatment of plate on both sides the background/border/symbols/legend/arr ows shall be made by micro prismatic type retro-reflective sheeting of desired colour as per sign details except those in black which shall be of non reflective type this plate is to fixed on overhead pantry/cantilever structures with the help of G.Inut bols complete, in all respect, in all respects as per drawings and technical specifications |
| 80 | 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.(B) Mechanical Means (i) Depth upto 3 m |
| 81 | PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 82 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump. For solid slab super-structure, 20-30 per cent of (a+b+c) Height upto 5m Using batching plant transit mixure and concrete pump |
| 83 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications |
| 84 | 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 |
| 85 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications (E) RCC Grade M20 (P) Height upto 5m Using batching plant transit mixure and concrete pump |
| 86 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications (B) PCC Grade M20 (P)Height upto 5m Using batching plant transit mixure and concrete pump |
| 87 | Reinforced Cement Concrete Crash Barrier (A) Provision of an Reinforced cement concretecrash barrier at the edges of the road, approaches to bridge structures and medians, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming to MoRT&H specification and as per details given IRC-5 (Fig.-5, b) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc., as per approved drawingand at locations directed by the Engineer, all as specified. (Area- 0.243 sqm./meter, single face)(ii) M 30 grade concrete |
| 88 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (Case-i) PCC Grade M15 using batching plant & Concrete pump |
| 89 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification RCC M30 |
| 90 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 91 | Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. |
| 92 | 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. |
| 93 | 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. |
| 94 | Drainage Spouts complete as per drawing and Technical specification |
| 95 | Add 18 % GST (in Basic Rate must fill 0.18) |
| 96 | Add 1% Labour Cess (in Basic Rate must fill 0.01) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedDec 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysDec 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender