Tender For special repair (Special Repair) Work Of Construction Of Reinforced Cement Concrete Drain In Nani(Ch.14.455)Ghassu(Ch.368.150)Laxmangarh (Ch. 371.000), Ratangarh Circle (Ch. 433.700) And Sridungargarh(492.400)Sridungargarh Circle (Ch. 493.8
Tender Value
6.50 Crore
Estimated cost
Bid Submission
04 Nov 2026
3 days left
EMD
13 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sikar → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for special repair (Special Repair) Work Of Construction Of Reinforced Cement Concrete Drain In Nani(Ch.14.455)Ghassu(Ch.368.150)Laxmangarh (Ch. 371.000), Ratangarh Circle (Ch. 433.700) And Sridungargarh(492.400)Sridungargarh Circle (Ch. 493.800) On Nh-52/11
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Oct-2026 | CORRIGENDUM | Technical Bid | 04-Nov-2026 |
| 2 | 22-Oct-2026 | CORRIGENDUM | Date | 04-Nov-2026 |
| 3 | 16-Oct-2026 | CORRIGENDUM | Technical Bid | 23-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | NH-11 Chainage -371.000 ( Drainage) |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202.By Mechanical Means : Bituminous courses |
| 3 | Granular courses |
| 4 | Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around Hume pipes/masonry in 15cm. Layers withcompaction including disposal of all surplus soil, as directed within a lead of 1000 meters.[MoRTH Specification : Clause 301,304]. |
| 5 | Ordinary Soil |
| 6 | Ordinary Soil |
| 7 | Chamber |
| 8 | Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTHSpecification:Section1700(N)&1500(N)].Using Batching Plant, Transit Mixture, and Concrete Pump |
| 9 | P.C.C.M-15 grade |
| 10 | P.C.C.M-15 grade |
| 11 | P.C.C.M-15 grade(Chamber) |
| 12 | Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specification : Clause : 1000/2900] |
| 13 | 600 mm dia |
| 14 | 1200 mm dia |
| 15 | Brick Masonry work in cement mortar 1:3 for substructure complete,with scaffolding, excluding pointing and plastering, as per drawing and technical specification. [MoRTH Specification: Section 1300] |
| 16 | Up to 5 meter height |
| 17 | Plaster on new surface with cement mortar (1:3) including racking of joint etc. complete fine finished 20mm thick. |
| 18 | Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTH Specification : Section 1700(N)&1500(N)]. Using Batching Plant, Transit Mixture, and Concrete Pump. |
| 19 | Chamber Cover |
| 20 | Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured).as per MoRTH specification table 400-1, 400-2 |
| 21 | For Grading I Material |
| 22 | Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam (as per tabl e 400-12 and 400-13) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader / paver finisher, insubbase/base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting,guarding,barricadingand maintenance of diversion etc. (MoRTH specification : Clause406&Clause112) by mechanical means with all lead. |
| 23 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer's specifications @ 6 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface). |
| 24 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-8 & 500-10 and design mix for base/binder course including loading of material with Front end loader, heating of binder (including cost of anti-stripping compound mixed material by tippers and laying with sensor paver finisher as per clause 505.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification: Clause 505 & 112] with all leads |
| 25 | Grading II (26.5 mm nominal size)-Bitumen @ minimum 4.5% of mix using VG 40 ( thickness 50 - 75 mm |
| 26 | Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer's specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 (Including cleaning of bituminous road surface). |
| 27 | Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-16 & 500-17 for wearing course including loading (including cost of anti-stripping compound, wherever required) and filler as per table 500-9 with aggregates in hot mix plant More than 60-90 TPH Transporting the mix material with tipper and laying with sensor paver finisher (as per clause 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 ΚΝ,ΤP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MORTH Specification: Clause -507 & 112) with all lead. |
| 28 | Grading II (13.20 mm nominal size) Bitumen @ minimum 5.40% of mix & thickness 30 - 40 mm |
| 29 | VG 40 Grade |
| 30 | Estimate NH 11 Drainage 14.455-19.463(Nani-Badhdhar) |
| 31 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202.By Mechanical Means : Bituminous courses |
| 32 | Granular courses |
| 33 | Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around Hume pipes/masonry in 15cm. Layers withcompaction including disposal of all surplus soil, as directed within a lead of 1000 meters.[MoRTH Specification : Clause 301,304]. |
| 34 | Ordinary Soil |
| 35 | Ordinary Soil |
| 36 | Chamber |
| 37 | Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTHSpecification:Section1700(N)&1500(N)].Using Batching Plant, Transit Mixture, and Concrete Pump |
| 38 | P.C.C.M-15 grade |
| 39 | P.C.C.M-15 grade |
| 40 | P.C.C.M-15 grade(Chamber) |
| 41 | Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specification : Clause : 1000/2900] |
| 42 | 600 mm dia |
| 43 | 1200 mm dia |
| 44 | Brick Masonry work in cement mortar 1:3 for substructure complete,with scaffolding, excluding pointing and plastering, as per drawing and technical specification. [MoRTH Specification: Section 1300] |
| 45 | Up to 5 meter height |
| 46 | Plaster on new surface with cement mortar (1:3) including racking of joint etc. complete fine finished 20mm thick. |
| 47 | Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTH Specification : Section 1700(N)&1500(N)]. Using Batching Plant, Transit Mixture, and Concrete Pump. |
| 48 | Chamber Cover |
| 49 | Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured).as per MoRTH specification table 400-1, 400-2 |
| 50 | For Grading I Material |
| 51 | Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam (as per tabl e 400-12 and 400-13) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader / paver finisher, insubbase/base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting,guarding,barricadingand maintenance of diversion etc. (MoRTH specification : Clause406&Clause112) by mechanical means with all lead. |
| 52 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer's specifications @ 6 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface). |
| 53 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-8 & 500-10 and design mix for base/binder course including loading of material with Front end loader, heating of binder (including cost of anti-stripping compound mixed material by tippers and laying with sensor paver finisher as per clause 505.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification: Clause 505 & 112] with all leads |
| 54 | Grading II (26.5 mm nominal size)-Bitumen @ minimum 4.5% of mix using VG 40 ( thickness 50 - 75 mm |
| 55 | Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer's specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 (Including cleaning of bituminous road surface). |
| 56 | Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-16 & 500-17 for wearing course including loading (including cost of anti-stripping compound, wherever required) and filler as per table 500-9 with aggregates in hot mix plant More than 60-90 TPH Transporting the mix material with tipper and laying with sensor paver finisher (as per clause 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 ΚΝ,ΤP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MORTH Specification: Clause -507 & 112) with all lead. |
| 57 | Grading II (13.20 mm nominal size) Bitumen @ minimum 5.40% of mix & thickness 30 - 40 mm |
| 58 | VG 40 Grade |
| 59 | Estimate NH 11 Drainage at Ch.433.570 Ratangarh circle |
| 60 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202.By Mechanical Means : Bituminous courses |
| 61 | Granular courses |
| 62 | Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around Hume pipes/masonry in 15cm. Layers withcompaction including disposal of all surplus soil, as directed within a lead of 1000 meters.[MoRTH Specification : Clause 301,304]. |
| 63 | Ordinary Soil |
| 64 | Ordinary Soil |
| 65 | Chamber |
| 66 | Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTHSpecification:Section1700(N)&1500(N)].Using Batching Plant, Transit Mixture, and Concrete Pump |
| 67 | P.C.C.M-15 grade |
| 68 | P.C.C.M-15 grade |
| 69 | P.C.C.M-15 grade(Chamber) |
| 70 | Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specification : Clause : 1000/2900] |
| 71 | 600 mm dia |
| 72 | 1200 mm dia |
| 73 | Brick Masonry work in cement mortar 1:3 for substructure complete,with scaffolding, excluding pointing and plastering, as per drawing and technical specification. [MoRTH Specification: Section 1300] |
| 74 | Up to 5 meter height |
| 75 | Plaster on new surface with cement mortar (1:3) including racking of joint etc. complete fine finished 20mm thick. |
| 76 | Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTH Specification : Section 1700(N)&1500(N)]. Using Batching Plant, Transit Mixture, and Concrete Pump. |
| 77 | Chamber Cover |
| 78 | Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured).as per MoRTH specification table 400-1, 400-2 |
| 79 | For Grading I Material |
| 80 | Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam (as per tabl e 400-12 and 400-13) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader / paver finisher, insubbase/base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting,guarding,barricadingand maintenance of diversion etc. (MoRTH specification : Clause406&Clause112) by mechanical means with all lead. |
| 81 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer's specifications @ 6 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface). |
| 82 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-8 & 500-10 and design mix for base/binder course including loading of material with Front end loader, heating of binder (including cost of anti-stripping compound mixed material by tippers and laying with sensor paver finisher as per clause 505.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification: Clause 505 & 112] with all leads |
| 83 | Grading II (26.5 mm nominal size)-Bitumen @ minimum 4.5% of mix using VG 40 ( thickness 50 - 75 mm |
| 84 | Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer's specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 (Including cleaning of bituminous road surface). |
| 85 | Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-16 & 500-17 for wearing course including loading (including cost of anti-stripping compound, wherever required) and filler as per table 500-9 with aggregates in hot mix plant More than 60-90 TPH Transporting the mix material with tipper and laying with sensor paver finisher (as per clause 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 ΚΝ,ΤP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MORTH Specification: Clause -507 & 112) with all lead. |
| 86 | Grading II (13.20 mm nominal size) Bitumen @ minimum 5.40% of mix & thickness 30 - 40 mm |
| 87 | VG 40 Grade |
| 88 | Estimate NH 11 Drainage at Ch. 492.400 SriDungargarh |
| 89 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202.By Mechanical Means : Bituminous courses |
| 90 | Granular courses |
| 91 | Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around Hume pipes/masonry in 15cm. Layers withcompaction including disposal of all surplus soil, as directed within a lead of 1000 meters.[MoRTH Specification : Clause 301,304]. |
| 92 | Ordinary Soil |
| 93 | Ordinary Soil |
| 94 | Chamber |
| 95 | Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTHSpecification:Section1700(N)&1500(N)].Using Batching Plant, Transit Mixture, and Concrete Pump |
| 96 | P.C.C.M-15 grade |
| 97 | P.C.C.M-15 grade |
| 98 | P.C.C.M-15 grade(Chamber) |
| 99 | Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specification : Clause : 1000/2900] |
| 100 | 1200 mm dia |
| 101 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200 mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications |
| 102 | Size 1.00 M x 1.00 M |
| 103 | Brick Masonry work in cement mortar 1:3 for substructure complete,with scaffolding, excluding pointing and plastering, as per drawing and technical specification. [MoRTH Specification: Section 1300] |
| 104 | Up to 5 meter height |
| 105 | Plaster on new surface with cement mortar (1:3) including racking of joint etc. complete fine finished 20mm thick. |
| 106 | Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTH Specification : Section 1700(N)&1500(N)]. Using Batching Plant, Transit Mixture, and Concrete Pump. |
| 107 | Chamber Cover |
| 108 | Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured).as per MoRTH specification table 400-1, 400-2 |
| 109 | For Grading I Material |
| 110 | Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam (as per tabl e 400-12 and 400-13) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader / paver finisher, insubbase/base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting,guarding,barricadingand maintenance of diversion etc. (MoRTH specification : Clause406&Clause112) by mechanical means with all lead. |
| 111 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer's specifications @ 6 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface). |
| 112 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-8 & 500-10 and design mix for base/binder course including loading of material with Front end loader, heating of binder (including cost of anti-stripping compound mixed material by tippers and laying with sensor paver finisher as per clause 505.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification: Clause 505 & 112] with all leads |
| 113 | Grading II (26.5 mm nominal size)-Bitumen @ minimum 4.5% of mix using VG 40 ( thickness 50 - 75 mm |
| 114 | Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer's specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 (Including cleaning of bituminous road surface). |
| 115 | Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-16 & 500-17 for wearing course including loading (including cost of anti-stripping compound, wherever required) and filler as per table 500-9 with aggregates in hot mix plant More than 60-90 TPH Transporting the mix material with tipper and laying with sensor paver finisher (as per clause 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 ΚΝ,ΤP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MORTH Specification: Clause -507 & 112) with all lead. |
| 116 | Grading II (13.20 mm nominal size) Bitumen @ minimum 5.40% of mix & thickness 30 - 40 mm |
| 117 | VG 40 Grade |
| 118 | NH-11 drainage at Chainage -368.150 Ghassu |
| 119 | Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around Hume pipes/masonry in 15cm. Layers withcompaction including disposal of all surplus soil, as directed within a lead of 1000 meters.[MoRTH Specification : Clause 301,304]. |
| 120 | Ordinary Soil |
| 121 | Chamber |
| 122 | Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTHSpecification:Section1700(N)&1500(N)].Using Batching Plant, Transit Mixture, and Concrete Pump |
| 123 | P.C.C.M-15 grade |
| 124 | P.C.C.M-15 grade(Chamber) |
| 125 | Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specification : Clause : 1000/2900] |
| 126 | 600 mm dia |
| 127 | Brick Masonry work in cement mortar 1:3 for substructure complete,with scaffolding, excluding pointing and plastering, as per drawing and technical specification. [MoRTH Specification: Section 1300] |
| 128 | Up to 5 meter height |
| 129 | Plaster on new surface with cement mortar (1:3) including racking of joint etc. complete fine finished 20mm thick. |
| 130 | Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTH Specification : Section 1700(N)&1500(N)]. Using Batching Plant, Transit Mixture, and Concrete Pump. |
| 131 | Chamber Cover |
| 132 | Estimate NH 11 Drainage 493.650 ( Shri Dugargarh circle) |
| 133 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202.By Mechanical Means : Bituminous courses |
| 134 | Granular courses |
| 135 | Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around Hume pipes/masonry in 15cm. Layers withcompaction including disposal of all surplus soil, as directed within a lead of 1000 meters.[MoRTH Specification : Clause 301,304]. |
| 136 | Ordinary Soil |
| 137 | Ordinary Soil |
| 138 | Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTHSpecification:Section1700(N)&1500(N)].Using Batching Plant, Transit Mixture, and Concrete Pump |
| 139 | P.C.C.M-15 grade |
| 140 | P.C.C.M-15 grade |
| 141 | Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTHSpecification:Section1700(N)&1500(N)].Using Batching Plant, Transit Mixture, and Concrete Pump |
| 142 | Size 1.00 M x 1.00 M |
| 143 | Size 1.00 M x 1.00 M |
| 144 | Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured).as per MoRTH specification table 400-1, 400-2 |
| 145 | For Grading I Material |
| 146 | Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam (as per tabl e 400-12 and 400-13) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader / paver finisher, insubbase/base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting,guarding,barricadingand maintenance of diversion etc. (MoRTH specification : Clause406&Clause112) by mechanical means with all lead. |
| 147 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer's specifications @ 6 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface). |
| 148 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-8 & 500-10 and design mix for base/binder course including loading of material with Front end loader, heating of binder (including cost of anti-stripping compound mixed material by tippers and laying with sensor paver finisher as per clause 505.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification: Clause 505 & 112] with all leads |
| 149 | Grading II (26.5 mm nominal size)-Bitumen @ minimum 4.5% of mix using VG 40 ( thickness 50 - 75 mm |
| 150 | Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer's specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 (Including cleaning of bituminous road surface). |
| 151 | Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-16 & 500-17 for wearing course including loading (including cost of anti-stripping compound, wherever required) and filler as per table 500-9 with aggregates in hot mix plant More than 60-90 TPH Transporting the mix material with tipper and laying with sensor paver finisher (as per clause 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 ΚΝ,ΤP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MORTH Specification: Clause -507 & 112) with all lead. |
| 152 | Grading II (13.20 mm nominal size) Bitumen @ minimum 5.40% of mix & thickness 30 - 40 mm |
| 153 | VG 40 Grade Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 04, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 3 days
Nov 04, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 3 days
Oct 23, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedNov 04, 2026
17:00 IST
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