Tender For Balance Work Of Rehabilitation And Upgradation Of Nh-78 From Km 468.600 To 531.250 (Pathalgaon To Kunkuri Section) To Two Lane With Paved Shoulder In The State Of Chhattisgarh
Tender Value
188.15 Crore
Estimated cost
Bid Submission
26 Feb 2026
0 days left
EMD
1.88 Crore
Bank guarantee accepted
Document Fee
23600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
pathalgaon → Chhattisgarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Balance Work Of Rehabilitation And Upgradation Of Nh-78 From Km 468.600 To 531.250 (Pathalgaon To Kunkuri Section) To Two Lane With Paved Shoulder In The State Of Chhattisgarh
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 10-Dec-2025 | Corrigendum_01 | Technical Bid | 17-Jan-2026 |
| 2 | 01-Jan-2026 | Pre_Bid_Meeting_Notice | Technical Bid | 17-Jan-2026 |
| 3 | 06-Jan-2026 | Pre_Bid_Query_Reply | Technical Bid | 17-Jan-2026 |
| 4 | 02-Feb-2026 | Corrigendum No.3 | Date | 09-Feb-2026 |
| 5 | 06-Feb-2026 | Corrigendum_04 | Date | 18-Feb-2026 |
| 6 | 15-Jan-2026 | Corrigendum_02 | Date | 02-Feb-2026 |
| 7 | 18-Feb-2026 | Corrigendum_05 | Date | 26-Feb-2026 |
| 8 | 19-Feb-2026 | Corrigendum No.6 | Technical Bid | 26-Feb-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and Grubbing Road Land .(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.)(iii)-(By Mechanical Means using by motor Grader) (A)-In area of light jungle For carriageway - 8.805Truck lay & Bus bays 4.704 |
| 2 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means ( using Hydraulic excavator) (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres as per clause 305.4.3) |
| 3 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantledmaterials up to a lead of 1000 metres, stackingserviceable and unserviceable materialsseparately)(By Mechanical Means) (Bituminous course) for junction improvement |
| 4 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork 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 transporting to the embankment location within all lifts and lead upto 1000m as per relevant clauses of section 300) |
| 5 | Excavation for Structures (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 backfiling with approved materials.Ordinary Soil(B. Mechanical Means (i) Depth upto 3 m |
| 6 | Compacting original ground supporting sub-grade (Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.) as per clause 305.3.4. |
| 7 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having effective CBR > 5 ( unless specified otherwise in contract ) 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) as per clause 305. |
| 8 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material / selected soil having effective CBR > 5 ( unless specified otherwise in contract ) 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) as per clause 305. |
| 9 | Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting)by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metresas per relevant clauses of section 300) |
| 10 | Construction of Sub-grade with Material Obtained from Borrow Pits (Construction of sub-grade with approved material / selected soil having effective CBR > 8 ( unless specified otherwise in contract ) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) as per clause 305. |
| 11 | Granular Sub-base with Close Graded Material (Table:- 400-1)Plant Mix Method with Mechanically crushed stone only(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 )(iii) for grading-IIIMaterial |
| 12 | Granular Sub-base with Close Graded Material (Table:- 400-1)Plant Mix Method with Mechanically crushed stone only(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 )(v) for grading-VMaterial |
| 13 | Wet Mix Macadam / Interlocking layer laying Using Mechanical Paver (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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve thedesired density.)as per clause 406. For junction improvement |
| 14 | Prime Coat over WMM/WBM (Providing and applying primer coat with bitumen emulsion or cutback bitumen on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per clause 502& 112)(with bitumen emulsion (SS-1, grade confirming to IS:8887) @0.85 kg/sqm) |
| 15 | Tack coat (Providing and applying tack coat with bitumen emulsion RS-1, grade confirming to IS:8887 using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom) as per clause 503 & 112. (on Granular surfaces treated with primer @ 0.30kg per sqm)for junction improvement |
| 16 | Tack coat (Providing and applying tack coat with bitumen emulsion RS-1, grade confirming to IS:8887 using emulsion pressure distributor on the prepared bituminous /granular surface cleaned with mechanical broom) as per clause 503 & 112. (on Granular surfaces treated with primer @ 0.25kg per sqm)for junction improvement |
| 17 | Bituminous Macadam (Providing and laying bituminous macadam with 120- 200 TPH higher capacity Batch Type Hot Mix Plant using crushed aggregates of specified grading premixed with bituminous binder VG-40, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) as per clause 504 & 112.(A) With sensor paver finisher(ii) for Grading-II (19 mm nominal maximum size, bitumen content minimum 3.40%) |
| 18 | Dense Graded Bituminous Macadam (Providing and laying dense graded bituminous macadam with 120 -200 TPH higher capacity Batch Type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 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 & 112 complete in all respects)(for Grading II (26.5 mm nominal size bitumen content minimum 4.50%) for junction improvment |
| 19 | Bituminous Concrete (Providing and laying bituminous concretewith120 -200 TPH higher capacity Batch Type Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 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. 507 & 112 complete in all respects) With sensor paver finisher for Grading-II (13.2 mm nominal size) with bitumen minimum 5.4 % |
| 20 | Dry Lean Cement Concrete Sub- base (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.), as per clause 601 & 112. |
| 21 | Cement Concrete Pavement (Construction of unreinforced, 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 ), as per clause 602 & 112. |
| 22 | Restoration of Subgrade- Construction of Sub-grade with Material Obtained from Borrow Pits (Construction of sub-grade with approved material / selected soil having effective CBR > 8 ( unless specified otherwise in contract ) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) as per clause 305. |
| 23 | Restoration of GSB :- Granular Sub-base with Close Graded Material (Table:- 400-1)Plant Mix Method with Mechanically crushed stone only(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 )(v) for grading-VMaterial |
| 24 | Construction of Median and Island with Soil Taken from Borrow Areas (Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408) |
| 25 | Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, including transportation of concrete through transit mixer etc. complete ) Using Concrete Batching and Mixing Plant(i) PCC M15 for Kerb base |
| 26 | (ii) PCC M20 for Kerb |
| 27 | Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawings and specifications as per clause 803. |
| 28 | Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.) |
| 29 | Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete.(With vibratory roller) |
| 30 | Granular Shoulders (Construction of granular shoulder at top 150mm of earthen shoulder shall be well graded mix of at least 30% of granular sub-base material of grading-III as per clause 401 and moorum/gravel or soil and combination having soaked CBR value of not less than 30%. The granular layer shall be compacted to at least 98% of mix dry density of material as determined as per IS:2720 (Part-B)) |
| 31 | Providing & layingprecast interlocking concrete blocks of minimum compressive strength of 300 kg/sq.cm andapproved size , shape/ pattern overcoarse sand bed of thickness upto 40 mm andjoints thickfilled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63. |
| 32 | Providing & layingprecast interlocking concrete blocks of minimum compressive strength of 300 kg/sq.cm andapproved size , shape/ pattern overcoarse sand bed of thickness upto 40 mm andjoints thickfilled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63. |
| 33 | Footpaths and Separators (Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel..) as per clause 410. |
| 34 | Construction of RCC Drain/Cover/Chamber (i) Excavation for drain (Earth work in excavation for drain/chamber 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 back filling with approved material.) |
| 35 | Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. (with RCCM-20) |
| 36 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. |
| 37 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 With Batching Plant,Transit Mixer and Concrete Pump |
| 38 | Construction of RCC open drain with minimum size of 1m x 1m inside dimension and size varying as per site requirement lined with 150 mm thick RCC M-20 walls ,150 mm thick RCC, M-20 foundation, over 100 mm thick ( Av) levelling course in PCC M-15 including excavation, dressing of sides and bottom , providing HYSD reinforcement consisting of 10mm dia horizontal bars @ 150 mm c/c and L-shaped 10 mm dia vertical bars @ 150 mm c/c ( L= 1400 m ) including cutting,bending and binding wires, placing in position, providing shuttering and concreting by using cocrete mixer , compaction by vibration etc complete as per drawings and technical specifications. |
| 39 | Providing and laying 15 cm (Average) thickness hammer dressed dry stone V-shaped road side surface drains as per MoRTHs specifications with all leads and lifts complete. ( Refer to Manual for Hill Roads IRC:SP:48) |
| 40 | Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)) |
| 41 | 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.) |
| 42 | Rumble Strips (Provision of numbers of rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface) |
| 43 | Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete. |
| 44 | Providing and Fixing Linear Delineator System as per MOST clause 806 of specification for Roads and Bridges, of size 33’\"x 4” made with corrugate Aluminum (Confirming to IS:736 -Material Designation, 24345; or 1900) and reflective sheeting ofMicro prismatic Lens sheeting as stipulated in MOST circular (RW/NH-33023/31/88-DO.iii) confirming to ASTM D4956-01 Type IX and fixing the same with bracket made of galvanized steel fixed with 6 Nos. high precision Screws confirming to IS:1364. |
| 45 | Road Markers/Road Stud with Lens Reflector (Providing and fixing of road stud 100x100mm, die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60 mm and bedded in suitable bituminious grout or epoxy mortar, all as per BIS:873, part-IV:1973) |
| 46 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 With Batching Plant,Transit Mixer and Concrete Pump |
| 47 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M 20With Batching Plant,Transit Mixer and Concrete Pump |
| 48 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 49 | Overhead Signs Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet retro-reflectorised with high intensity retro-reflective sheeting of Class-C Micro Prismatic Grade Sheeting of Type-XIwith 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 :67A. Truss and Vertical Support |
| 50 | 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 slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes 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: 98-2011 and approved drawings.(i) Single row for one utility service |
| 51 | Providing and fixing Raised Pavement Markers made of polycarbonate ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 Kg tested in accordance to ASTM D 4280 type H and complying to specifications of category A ofMORT&H (RW/NH-33023/10/97-DO III Dtd. 11.06.1997). The pavement markers will be auto moulded by dual polymer shanks and must comply with all the MoRT&H specifications. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm respectively and with minimum reflective area of 13 Sq.cm. on each side and slope to the base shall be 35 +/-5 degree. The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19 +/- 2 mm and height not less than 30 +/- 2 mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer-in-charge. |
| 52 | Overhead Signs Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet retro-reflectorised with high intensity retro-reflective sheeting of Class-C Micro Prismatic Grade Sheeting of Type-XIwith 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 :67B. Aluminium alloy plate for over head sign |
| 53 | Excavation for Structures (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 |
| 54 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.With Batching Plant,Transit Mixer and Concrete Pump |
| 55 | PCC M-20 With Batching Plant,Transit Mixer and Concrete Pump |
| 56 | PCC M-30 With Batching Plant,Transit Mixer and Concrete Pump |
| 57 | 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 levelfirmly fixed to the ground by means of foundation with M-15 grade cement concrete 30 x 30 x 110 cm, 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) |
| 58 | Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 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/LED lamp and fixed firmly in concrete foundation M-15, providing 2 coats of alluminium paint over steel pole etc. complete.) (i) For Fixing in Median (double arms and double lamps on single pole) |
| 59 | (ii) For fixing in Footpath (single arm and single lamp on single pole) |
| 60 | (i) For Fixing in Median (double arms and double lamps on single pole) |
| 61 | Lighting on Bridges (Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete M-20 or by MS clamping on outer side of RCC crash barrier/parapet, 20 m apart and fitted with 70 watt sodium vapour lamp / LED lamp, providing 2 coats of alluminium paint over steel pole etc. complete). Single arm andsingle lamp on single pole |
| 62 | Providing and fixing Solar Blinker Light 300 mm dia, LED Aspect made of FRP/Poly carbonate with battery backup fitted on 150 mm dia MS pipe - 3.0 metre long from the ground level, firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 60cm x 60cm x 60cm, below ground level. |
| 63 | Excavation for Structures (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 soil)(Manual Means) (upto 3 m depth) |
| 64 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. With Batching Plant,Transit Mixer and Manual placing |
| 65 | Construction of Sub-grade with Material Obtained from Borrow Pits (Construction of sub-grade with approved material / selected soil having effective CBR > 8 ( unless specified otherwise in contract ) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) as per clause 305. |
| 66 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 67 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications |
| 68 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. With Batching Plant,Transit Mixer and Manual placing |
| 69 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 70 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications |
| 71 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of retro reflective type sheeting and vide clause 801.3,2mm thick aluminium sheeting, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 40 x 40 x 5mm Angle mountedon a mild steelcircular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and painting all components of the signs and supports as per clause 7.2 of IRC:67 ) Made of Class-C Micro Prismatic Grade Sheeting of Type-XI(for National Highways and State Highways) (ii) 90 cm equilateral triangle |
| 72 | (xi) 50 cm x 60 cm rectangular(single chevronwith double plate in singe post) |
| 73 | (xii) 60 mm x 45 mm rectangular |
| 74 | (x) 80 mm x 60 mm rectangular |
| 75 | (viii) 60 cm circular |
| 76 | (vi) 90 cm Circular |
| 77 | (xv) 90 cm octagon |
| 78 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign as perIRC :67 made of retro reflective type sheeting and vide clause 801.3, fixed over aluminium sheeting, 2 mm thick orAluminum composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm and fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steelcircular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) Made of Class-C Micro Prismatic Grade Sheeting of Type-XI(for National Highways and State Highways) |
| 79 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign as perIRC :67 made of retro reflective type sheeting and vide clause 801.3, fixed over aluminium sheeting, 2 mm thick orAluminum composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm and fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steelcircular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) Made of Class-C Micro Prismatic Grade Sheeting of Type-XI(for National Highways and State Highways) |
| 80 | Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of retroreflective type sheetingand vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steelcircular pipe 65 NBfirmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) Made of Class-C Micro Prismatic Grade Sheeting of Type-XI(for National Highways and State Highways) |
| 81 | Overhead Signs Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet retro-reflectorised with high intensity retro-reflective sheeting of Class-C Micro Prismatic Grade Sheeting of Type-XIwith 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 A. Truss and Vertical Support |
| 82 | B) Aluminium alloy plate for over head sign |
| 83 | Providing & Fixing Delineator made of M.S. Hollow Rectangular Pipe (Conforming to IS: 4923) of cross section 100 mm x 80 mm, thickness 4mm, of 1.10 meter length. The top of the hollow pipe, welded and closed with 16 gauge M.S. Sheet. The height of the Delineator above ground level should be between 0.8 meter and 0.9 meter and 0.20 to 0.30 m below ground. The bottom of the delineator should be provided with holdfast of length 15cm on each side. Delineator should be painted with coat of Zinc Chromate stoving Prime and two coats of Black Stove Enamel (Oven Baked) paint with 3nos. 15 cm bands of white Retro-reflective Sheeting of Engineering Grade pasted around the pipe and 2 Nos. High intensity Grade Retro-reflective Sheeting of size 8 cm x 10cm pasted on the top of each side of Delineator and treated With HLVA & fixing the same in M-15 grade concrete block of size 45x43x30cms including transportation etc. complete. The construction and placement of the delineator must be as per IRC: 79. |
| 84 | Providing & Fixing; Object Marker of size 30 cm equilateral Triangle made of 1.5 mm thick Aluminum sheet pasted with High intensity Grade Retro Reflective Sheeting duly treated with HLVA complete with post of angle size 50x50x5 mm of 0.75 m and fixing the same in M 15 concrete block of size 30x30x30cm including transportation etc. complete. |
| 85 | Anti - Glare Devices in MedianAnti - 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 mtr 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 paint on all exposed surfaces, all as per approved design and drawings.) |
| 86 | Anti - Glare Screen with Rectangular Vane of MS sheet (Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per approved design and drawings) |
| 87 | 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) (i) Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half ) |
| 88 | (ii) English and Roman |
| 89 | 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) (i) 5th Kilometer stone (precast) |
| 90 | (ii) Ordinary Kilometer stone (precast) |
| 91 | (iii) Hectometer Kilometer stone (precast) |
| 92 | Planting of Trees and their Maintenance for one Year(Planting of trees by the road side (Avenue trees) in 0.60 m dia holes,1 m deep dug in the ground,mixing the soil with decayed farm yard/sludge mannure,planting the saplings,backfilling the trench,watering,fixing the tree guard and maintaining the plants for one year) |
| 93 | Excavation for Structures (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 |
| 94 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15 With Batching Plant,Transit Mixer and Manual placing |
| 95 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. Square Rubble Coursed Rubble Masonry (firstsort) |
| 96 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoursed rubble masonry (first sort ) |
| 97 | 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, sortingthe dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) (Dismantling Stone Masonry ) |
| 98 | 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, sortingthe dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) By Mechanical Means for items No. 2.04 (b)& ( c) Cement Concrete Grade M-15 & M-20 |
| 99 | Excavation for Structures (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 |
| 100 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing andTechnical Specifications. PCC Grade M15 |
| 101 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing andTechnical Specifications. PCC Grade M20 |
| 102 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per clause 2503. |
| 103 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed 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 |
| 104 | Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material in double 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 |
| 105 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed 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 . ) 1000 mm dia |
| 106 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 107 | 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) Dismantling Stone Masonry Rubble stone masonry in cement mortar. |
| 108 | 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) By Mechanical Means for items No. 2.04 (b)& ( c)Cement Concrete Grade M-15 & M-20 |
| 109 | Excavation for Structures (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 soil Mechanical Means Depth upto 3 m |
| 110 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 With Batching Plant,Transit Mixer and Concrete Pump |
| 111 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M20With Batching Plant,Transit Mixer and Concrete Pump |
| 112 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M25With Batching Plant,Transit Mixer and Concrete Pump |
| 113 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M30With Batching Plant,Transit Mixer and Concrete Pump |
| 114 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 115 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 drawing and Technical Specification. |
| 116 | Drainage Spouts complete as per drawing and Technical specification |
| 117 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 118 | 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, sortingthe dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) Dismantling Stone Masonry Rubble stone masonry in cement mortar. |
| 119 | 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, sortingthe dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) By Mechanical Means for items No. 2.04 (b)& ( c)Prestressed / Reinforced cement concrete grade M-20 & above |
| 120 | Excavation for Structures (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 soil Mechanical Means Depth 3 m to 6 m |
| 121 | Excavation for Structures (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.) Hard rock ( blasting prohibited ) Mechanical Means Depth 3 m to 6 m |
| 122 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 With Batching Plant,Transit Mixer and Concrete Pump |
| 123 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20With Batching Plant,Transit Mixer and Concrete Pump (for curtain wall) |
| 124 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M30With Batching Plant,Transit Mixer and Concrete Pump (for approach slab) |
| 125 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M30With Batching Plant,Transit Mixer and Concrete Pump (for fly wing wall/retaining wall) |
| 126 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M30With Batching Plant,Transit Mixer and Concrete Pump (for parapet beam) |
| 127 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M35With Batching Plant,Transit Mixer and Concrete Pump (foundation) |
| 128 | Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications RCC Grade M35 Height upto 5mWith Batching Plant,Transit Mixer and Concrete Pump |
| 129 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M35Using Batching Plant,Transit Mixer and Concrete PumpFor T-Beam super-structureHeight 5m to 10m |
| 130 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M35Using Batching Plant,Transit Mixer and Concrete PumpFor solid slab super-structureHeight 5m to 10m |
| 131 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M35Using Batching Plant,Transit Mixer and Concrete PumpFor For return wall |
| 132 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M35Using Batching Plant,Transit Mixer and Concrete PumpFor anchor beam and subgrade beam |
| 133 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M35Using Batching Plant,Transit Mixer and Concrete Pump |
| 134 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 135 | 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 MoRTH specifications complete including all accessories as per drawing andTechnical Specifications. |
| 136 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate,true to line and grade,tolurence 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. |
| 137 | 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.) |
| 138 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 drawing and Technical Specification. |
| 139 | Drainage Spouts complete as per drawing and Technical specification |
| 140 | Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. |
| 141 | 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 |
| 142 | Supplying,fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 143 | Excavation for Structures (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 above 6m |
| 144 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15With Batching Plant,Transit Mixer and Concrete Pump |
| 145 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M30 With Batching Plant,Transit Mixer and Concrete Pump for approach slab |
| 146 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M30 With Batching Plant,Transit Mixer and Concrete Pump for retaining wall |
| 147 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M30 With Batching Plant,Transit Mixer and Concrete Pump for parapet beam |
| 148 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M35 foundation |
| 149 | Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications RCC Grade M35 Height above 10mWith Batching Plant,Transit Mixer and Concrete Pump |
| 150 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M35For T-beam & slab Height above 10m |
| 151 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M35For T-beam & slab Height above 10mfor return wall |
| 152 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M35For T-beam & slab Height above 10mfor anchor beam & subgrade beam |
| 153 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M-40 For T-beam & slab Height above 10mfor crash barrier & bearing pedastal |
| 154 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 155 | 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 MoRTH specifications complete including all accessories as per drawing and Technical Specifications. |
| 156 | Supplying,fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400,section 9.1 & 9.2 (for PTFE)and clause 2004 of MoRTH Specifications. |
| 157 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate,true to line and grade,tolurence 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. |
| 158 | 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.) |
| 159 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 drawing and Technical Specification. |
| 160 | Drainage Spouts complete as per drawing and Technical specification |
| 161 | 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 |
| 162 | Supplying,fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 163 | 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) |
| 164 | Excavation for Structures 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 including dewatering etc. complete.(I) Ordinary soil(i) Up to 3.00 M Depth Excavation not requiring dewatering |
| 165 | Plain/Reinforced cement concrete in openfoundation complete as per drawing and technical specificationsCase I: Using batch type concrete mixer with integrated weigher. PCC Grade M15 |
| 166 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 167 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsCase-II: With Batching Plant, Transit Mixer and Manual placingH) RCC Grade M35 |
| 168 | Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200. |
| 169 | Providing and laying Plain/ Reinforcement concrete in sub structure as per drawing and technical Specifications section 1500, 1700 and 2200.(Newly laid concrete shall be covered by gunny bags). (D) height up to 5 mA. Using batch type concrete mixer with integrated weigher. (iii) RCC M- 35 |
| 170 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200 |
| 171 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications 710.1.4 of I.R.C. 78 and 2200.(i) Granular material |
| 172 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200(i) Granular material |
| 173 | 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 MORTH specifications complete including all accessories as per drawing and Technical Specifications section 2000 and 2200 |
| 174 | Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super structure complete as per drawing and technical specifications. |
| 175 | Furnishing and Placing Reinforced/ Prestressed cement concrete is super structure as per drawing and Technical Specification sections 1500,1600 and 1700. (Newly laid concrete shall be covered by gunny bags).B. RCC Grade M-35II. For T-beam & Slaba) Using Concrete Mixerii.) Height5m to 10 mII. For Solid Slab Super StructureA.Using batchtype concretemixer with integrated weigher ii.) Height5m to 10m |
| 176 | Providing and laying Cement concrete wearing coat M-35 grade including reinforcement of 8 mm diameter @ 150 mm c/c spacing in both ways for each 75 mm thickness of concrete complete as per drawing and Technical Specifications as per section 2700. |
| 177 | Drainage Spouts complete as per drawing and Technical specifications of section 2705. |
| 178 | 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 authorized representative ensuring compliance to the manufacturer\"s instructions for installation.) |
| 179 | Painting on concrete surface of R.C.C. Railing (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 litrefor 2 Sq.m. ) |
| 180 | Providing and Fixing of Av. 20mm thick Granite plate including cutting and polishing and inscribed details as per approved drawing i/c engraving the matter as desired. |
| 181 | Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per IRC : SP-51) |
| 182 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as perdrawing and Technical specifications |
| 183 | Excavation for Structures (Earth work inexcavation 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.) |
| 184 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.A. PCC Grade M15Case II -With Batching Plant, Transit Mixer and Manual placing |
| 185 | Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical SpecificationsC RCC Grade M30 With Batching Plant, Transit Mixer and Concrete Pump |
| 186 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 187 | Providing and laying of Filter media withgranular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 drawing and Technical Specification |
| 188 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical SpecificationA. Granular material |
| 189 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed and as per clause 2504 |
| 190 | Providing and laying Pitching Stone/Boulder 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 as per clause 2504. |
| 191 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per clause 2503. |
| 192 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 193 | Crash Barriers (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-25 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. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) |
| 194 | Construction of Toll Plaza |
AI Tender Summary
Tender Timeline
Feb 19, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jan 17, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jan 17, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jan 17, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 09, 2026
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 18, 2026
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 02, 2026
18:00 IST
Corrigendum-6 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 26, 2026
18:00 IST
Corrigendum-7 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 26, 2026
18:00 IST
Corrigendum-8 Issued
Clarifications on tender conditions and amendments issued.
CompletedFeb 26, 2026
17:00 IST
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