Tender For Maintenance And Repair To All National Highways Under Jurisdiction Of National Highway Division Rajkot For Civil Work
Tender Value
9.05 Lakhs
Estimated cost
Bid Submission
17 Jul 2026
8 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
1200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Rajkot → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Maintenance And Repair To All National Highways Under Jurisdiction Of National Highway Division Rajkot For Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment 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)[NH SOR 23-24, It. No. 3.16] |
| 2 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow area with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2[NH SOR 23-24, It. No. 3.18] |
| 3 | Providing, laying, spreading and compacting specified G.S.B. close graded (C.B.R. not less than 30 %) or any other course materials in sub grade incl. carriage of material spreading in uniform layers with manually on a prepared base and compacting with power road roller to achieve the density including all materials, labour and lighting, guarding, barricading including maintenance of diversion etc. complete. Use for new construction. (As per R. A.) |
| 4 | Supplying & stacking of machine crushed metal of stone aggregates below 5mm (As per R. A.) |
| 5 | Supplying & stacking of machine crushed metal of stone aggregates 5 mm to 10 mm. (As per R. A.) |
| 6 | Supplying & stacking of machine crushed metal of stone aggregates 13.2 mm to 10 mm. (As per R. A.) |
| 7 | Supplying & stacking of machine crushed metal of stone aggregates 20 mm to 10 mm. (As per R. A.) |
| 8 | Supplying & stacking of machine crushed metal of stone aggregates 19 mm to 37.5 mm. (As per R. A.) |
| 9 | Spreading the murrum, coarse sand, fine sand, granular materials on road site in required layers as per the instruction of the Engineer – in – charge. State R&B SOR 2023-24 I.No. 26020-A |
| 10 | Spreading the black trap quarry spalls, hand broken metal, crushed metal etc. on road site in required layers as per the instruction of the Engineer – in – charge. State R&B SOR 2023-24 I.No. 26018-A |
| 11 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) [As Per RA atteched][As per R. A.] |
| 12 | 5th kilometre stone (precast) (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)[NH SOR 23-24, It. No. 8.14 ] |
| 13 | Ordinary Kilometer stone (Precast) (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)[NH SOR 23-24, It. No. 8.14 ] |
| 14 | Hectometer stone (Precast) (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)[NH SOR 23-24, It. No. 8.14 ] |
| 15 | Providing and fixing guard stone as per I.R.C. type design including white washing etc. complete.(i) Fixing in Earth[State SOR 23-24, It. no. 26045A, 26.88] |
| 16 | Providing and fixing guard stone as per I.R.C. type design including white washing etc. complete.(ii) Fixing in C.C. 1:5:10[State SOR 23-24, It. no. 26045B, 26.88] |
| 17 | Providing and fixing indicator stone of approved stone as per I.R.C. type design in C.C. 1:4:8 including white washing etc. complete.(i) Fixing in Earth[State SOR 23-24, It. no. 26053A] |
| 18 | Providing and fixing indicator stone of approved stone as per I.R.C. type design in C.C. 1:4:8 including white washing etc. complete.(ii) Fixing in C.C. 1:5:10[State SOR 23-24, It. no. 26053B] |
| 19 | Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)[NH SOR 23-24, It. No. 8.16 ] |
| 20 | 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.[NH SOR 23-24, It. No. 2.3 i](i) by manual means in area of light jungle. |
| 21 | 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.[NH SOR 23-24, It. No. 2.3 i](ii) by manual means in area of thorny jungle. |
| 22 | 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.(i) by mechanical means (JCB) in area of light jungle.[NH SOR 23-24, It. No. 2.3, ii] |
| 23 | 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.(ii) by mechanical means (JCB) in area of throny jungle.[NH SOR 23-24, It. No. 2.3, ii] |
| 24 | Preparing surface by Brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunney bags to remove all loose dirt etc. (ii) Black top surface.[State SOR 23-24, It. no. 26023B, 26.34] |
| 25 | Hire charges for Backhoe-loader 1 cum bucket capacity / JCB machine for removal of Earth, debris, trees, plants, advertisement hoarding… etc. comp. including charges of operators, POL etc.[NH SOR 23-24, I No. P&M 5003] |
| 26 | Hire charges for tractor with trolly / blade on front and cultivator on back including Diesel, oil, operator, helper etc. comp. for earth work, carriage, removal of debris etc.[NH SOR 23-24, P&M 12001] |
| 27 | Hire charges for tipper 5.5 cum capacity, transportation of soil,GSB, WMM, Hot mix etc.[NH SOR 23-24, P&M 6004] |
| 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.)[NH SOR 23-24, It. No.10.2 ] |
| 29 | Maintenance of Earth Shoulder (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor)[NH SOR 23-24, It. No.10.3 ] |
| 30 | Supplying labour at site of work for different type of work as directed (with tools and plants) [as per RA attached] |
| 31 | 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[NH SOR 23-24, It. No. 12.1 (I) A-(i) ] |
| 32 | 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 rock (not requiring blasting) ,Manual Means , upto 3 m depth[NH SOR 23-24, It. No. 12.1(II) A (i)] |
| 33 | Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 Rmt.s.)[NH SOR 23-24,It. No. 3.1] |
| 34 | Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 Rmt.s )[NH SOR 23-24,It. No. 3.2] |
| 35 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)[NH SOR 23-24, It. No. 12.4] |
| 36 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15[NH SOR 23-24, It. No. 12.8.A, Case II] |
| 37 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M20[NH SOR 23-24, It. No. 12.8.B, Case II] |
| 38 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M20[NH SOR 23-24, It. No. 12.8.C, Case II] |
| 39 | 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 . (a) 1000 mm dia[NH SOR 23-24, It. No. 9.4 A] |
| 40 | 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 . (b) 1200 mm dia[NH SOR 23-24, It. No. 9.4 B] |
| 41 | Laying Reinforced cement concrete pipe NP4 / prestressed 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 . (a) 1000 mm dia[NH SOR 23-24, It. No. 9.5 A] |
| 42 | Laying Reinforced cement concrete pipe NP4 / prestressed 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 . (b) 1200 mm dia[NH SOR 23-24, It. No. 9.5 B] |
| 43 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (A) PCC Grade M15 (p) Height upto 5m[NH SOR 23-24, It. No. 13.5 (A) (p)] |
| 44 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (B) PCC Grade M20 (p) Height upto 5m[NH SOR 23-24, It. No. 13.5 (B) (p)] |
| 45 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (C) PCC Grade M25 (p) Height upto 5m[NH SOR 23-24, It. No. 13.5 (C) (p) ] |
| 46 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (E) RCC Grade M20 (p) Height upto 5m[NH SOR 23-24, It. No. 13.5 (E) (p) ] |
| 47 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (E) RCC Grade M20 (q) Height 5m to 10m[NH SOR 23-24, It. No. 13.5 (E) (q) ] |
| 48 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (F) RCC Grade M25 (p) Height upto 5m[NH SOR 23-24, It. No. 13.5 (F) (p) ] |
| 49 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (F) RCC Grade M25 (q) Height 5m to 10m [NH SOR 23-24, It. No. 13.5 (F) (q) ] |
| 50 | Supplying, fitting and placing TMT bar Fe 550D reinforcement complete as per drawing and technical specifications[NH SOR 23-24, It. No. 9.16 ] |
| 51 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications[NH SOR 23-24, It. No. 13.8 ] |
| 52 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification [NH SOR 23-24, It. No.13.9 ]Granular material |
| 53 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification [NH SOR 23-24, It. No.13.9 ]Sandy material |
| 54 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification (A) RCC Grade M20, Using Concrete Mixer (p) Height upto 5m[NH SOR 23-24, It. No.14.1 A (i) (p) ] |
| 55 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification (B) RCC Grade M25 (Case I) Using Concrete Mixer (p) Height upto 5m[NH SOR 23-24, It. No.14.1 B (i) (p)] |
| 56 | Supplying, fitting and placing TMT bar Fe 550D reinforcement in super-structure complete as per drawing and technical specifications [NH SOR 23-24, It. No. 14.2 ] |
| 57 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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.[NH SOR 23-24, It. No. 14.6 ] |
| 58 | Construction of RCC railing of M30 Grade in-situ with 20mm 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.[NH SOR 23-24, It. No. 14.7 ] |
| 59 | Drainage Spouts complete as per drawings and technical specifications.[NH SOR 23-24, It. No. 14.9 ] |
| 60 | 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(A) Stone/Boulder[NH SOR 23-24, It. No.16.4 A] |
| 61 | 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(B) Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15[NH SOR 23-24, It. No.16.4 B] |
| 62 | Underground Drain at Edge of pavement (Construction of an underground drain 1x1m (inside dimension) lined with RCC 20cm thick and covered with RCC slab 10cm in thickness)[NH SOR 23-24, It. No.3.30] |
| 63 | Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m(Thickness 75 mm)[NH SOR 23-24, It. No. 17.1] |
| 64 | Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m.[NH SOR 23-24, It. No. 17.2] |
| 65 | Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification[NH SOR 23-24, It. No. 17.3] |
| 66 | Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying complete as per Technical specification (without epoxy)[As per RA Atteched] |
| 67 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy[NH SOR 23-24, It. No. 17.4] |
| 68 | Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification.(A) Cement Grout [NH SOR 22-23, It. No. 17.5 A] |
| 69 | Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification.(B) Cement mortar (1:1) Grouting[NH SOR 23-24, It. No. 17.5 B] |
| 70 | Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer.[NH SOR 23-24, It. No. 17.6] |
| 71 | Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1.[NH SOR 23-24, It. No. 17.7] |
| 72 | Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification[NH SOR 23-24, It. No. 17.8] |
| 73 | Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6. [NH SOR 23-24, It. No. 17.9] |
| 74 | Applying pre-packed cement based polymer mortar of strength 45 Mpa at 28 days for replacement of spalled concrete[NH SOR 23-24, It. No. 17.10] |
| 75 | Providing & Applying Epoxy bonding of new concrete to old concrete[NH SOR 23-24, It. No. 17.11] |
| 76 | Replacement of Expansion joints complete as per drawings[NH SOR 23-24, It. No. 17.17] |
| 77 | Replacement of damaged concrete railing.[NH SOR 23-24, It. No. 17.18] |
| 78 | Replacement of crash barrier. [NH SOR 23-24, It. No. 17.19] |
| 79 | Replacement of damaged mild steel railing[NH SOR 23-24, It. No. 17.20] |
| 80 | Repair of crash barrier (Repair of concrete crash barrier with cement concrete of M-30 grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thoroughly, applying cement concrete after erection of proper form work.)[NH SOR 23-24, It. No. 17.21] |
| 81 | Repair of RCC Railing (Carrying out repair of RCC M30 railing to bring it to the original shape.)[NH SOR 23-24, It. No. 17.22] |
| 82 | Repair of steel Railing (Repair of steel railing to bring it to the original shape)[NH SOR 23-24, It. No. 17.23] |
| 83 | Brick masonry work in 1:3 complete excluding pointing and plastering, as per drawing and technical specifications[NH SOR 23-24, It. No. 13.1] |
| 84 | Pointing with cement mortar (1:3 ) on brick work as per Technical specifications [NH SOR 23-24, It. No. 13.2] |
| 85 | Plastering with cement mortar (1:3 ) on brick work as per Technical specifications [NH SOR 23-24, It. No. 13.3] |
| 86 | Stone masonry work in cement mortar 1:3 complete as per drawing and Technical Specifications (A) Random Rubble Masonry[NH SOR 23-24, It. No. 13.4 A] |
| 87 | Stone masonry work in cement mortar 1:3 complete as per drawing and Technical Specifications (B) Coursed rubble masonry (first sort)[NH SOR 23-24, It. No. 13.4 B] |
| 88 | White Stone Bela masonry block in course with stone of approved quality in Lime Mortar 1:6 (1-Cement : 6- course sand) including packing the joints etc. complete. (upto 10 ton)[State SOR 23-24, It. no. 07011A |
| 89 | White Stone Bela masonry block in course in superstructure with stone of approved quality in Lime Mortar 1:5 (1-Cement :5- course sand) including packing the joints etc. complete [State SOR 23-24, It. no. 07010A] |
| 90 | 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-10 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 408) (A) Using Concrete Batching and Mixing plant [NH SOR 22-23, It. No.8.1 A (ii)] |
| 91 | 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, all complete as per clause 408) (A) Using Concrete Mixer[NH SOR 22-23, It. No.8.2 A (ii) ] |
| 92 | Earthwork in cutting including preparing the slope and camber andstacking or utilising the cutting stuff in bank as directed with all lead from the end of cutting with all lead and lift.(i) Hard murrum.[State SOR 23-24, It. No. 26009A, 26.16] |
| 93 | Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10T.(E) From Borrow area within 3.0KM. lead (more than 10 ton)State R&B SOR 2023-24 It. 26004EA |
| 94 | Restoration of Rain Cuts (Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes)[NH SOR 23-24, It. No. 10.1] |
| 95 | Carrying out Traffic census at specified count post including engaging man power, furniture, Lights, stationary etc for seven days including prepairing detailed report as per most norms in comprised format showing PCU & CV per day etc. complete in all respect (As per R. A. Attached) |
| 96 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerence 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.( Two tier/ Three tier )(NH SOR 23-24, It. no. 14.6 ) |
| 97 | 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)(NH SOR 23-24, It. no.8.20) |
| 98 | Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level (Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing)(NH SOR 23-24, It. no.8.21) |
| 99 | Engaging Vibrator Roller of 8 to 12 tonne capacity including hire charges, loading, unloading, labour charges, diesel, drivers etc. complete upto NH limit as per instructions of Engineer in charge.(NH SOR 23-24, P&M 8001) |
| 100 | Providing and fixing Mild steel railing as per drawing and technical specifications as per M.O.S.T slandered drawing No. BD/1-88 etc. complete (NH S.O.R. 23-24, It. No. 14.8) |
| 101 | Uncoursed Rubble Masonry with hard stone of approved quality in foundations and plinth in Cement Mortar 1:5 (1-cement : 5-coarse sand including levelling up etc. complete (State R&B SOR I.No. 07001BA, 7.6) |
| 102 | Providing & Applying of rust convertor of standard quality in two coats after chipping of loose material with sand blasting and cleaning of exposed surface with wire brushes as per MORT&H specification (As per RA Attached) |
| 103 | Providing & Applying concrete penetrating corrosion inhibitor of standard quality and technical specifications.(As per RA Attached) |
| 104 | Providing & Applying Cement Polymer Composite Coating as anti corrosive treatment over the reinforcement bars as per technical specifications(As per RA Attached) |
| 105 | Repair to spalled surface by pre packed ready mixed polymer modified spray mortar up to thickness 50 mm of minimum M-45 grade of reputed approved make like BASF etc., including of erection of scaffolding, manpower, material etc completed.(As per RA Attached) |
| 106 | Providing & Applying Two coats of protective coating of standard quality after thoroughly preparing the surface to receive the coat as per manufacturer’s specifications and as per technical specifications.(As per RA Attached) |
| 107 | Demarkation of road alingment including marking out road line by providing and fixing wooden pegs or steel rod of required size at every 25 M to 50 M. including excavating trenches ion both sodes of 0.30 m. x 0.30M. including supplying of labours and all materials for every work etc. complete.[State SOR 23-24, It. no. 26070] |
| 108 | Surveying for road works including ranging, chaining, pegging leveling and compass surveying including all labour materials and instruments etc,complete.[State SOR 23-24, It. no. 26072] |
| 109 | Providing and fixing stones of 25cm x 25cm x 17.5cm.size of approved quality for centre line or apex point including excavation, concreteing and fixing te stone including casting of stone etc, complete.[State SOR 23-24, It. no. 26073] |
| 110 | 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 Rmt.s)Lime Concrete, cement concrete grade M-10 and below |
| 111 | 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 Rmt.s)Cement Concrete Grade M-15 & M-20 |
| 112 | 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 Rmt.s)Prestressed / Reinforced cement concrete grade M-20 & above |
| 113 | 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 Rmt.s)By Mechanical Means for items No. 2.04( b) & ( c) Cement Concrete Grade M-15 & M-20[NH SOR 2023-24, I.No. 2.4] |
| 114 | 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 Rmt.s)By Mechanical Means for items No. 2.04( b) & ( c) Prestressed / Reinforced cement concrete grade M-20 & above[NH SOR 2023-24, I.No. 2.4] |
| 115 | Providing and fixing wire mesh 50mm x 50mm size of 3mm wire.[NH SOR 23-24, It. no. M-192] |
| 116 | Supplying the Bituminuous Ready Cold Mix - Road Bond, transported to site, etc. complete as per MoRTH specification (As per R. A. Attached) |
| 117 | Surface Drain Concrete. Ordinary Cement concrte in surface drain with concrete grade with all with including cost of formwork and curing at ground level to prevent entry of water and dirt as per technical spesification and engineer in charge. |
| 118 | Supplying & sprinkling water in water tank with labour at site of work for different type of work as directed by engineer in charge. |
| 119 | Supplying & sprinkling water in water tank with labour at site of work for different type of work as directed by engineer in charge. |
| 120 | Planting Flowering Plants and Shrubs in Central Verge (SOR I.No. 11.8A) |
| 121 | Maintenance of Flowering Plants and Shrubs in Central Verge on monthly basis ( SOR I.No. 11.8(B) |
| 122 | Tree Guard with MS Angle Iron and Steel Wire ( SOR I.No. 11.20) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysJul 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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