Improvement Of Earthen Road I) Da Chuk To Panjan Road, Ii)At Turung Gaon, Iii)Naojan Forest Village, Iv)Dvn To Tengaholla,V)At Naojan Adarsha Village, Vi)Neog Chuk To Pub Naojan Connecting Road, Vii) Gondhokoroi Jatiya Vidylaya To Pub Naojna Connecting Ro
Tender Value
94.12 Lakhs
Estimated cost
Bid Submission
11 Aug 2025
0 days left
EMD
1.88 Lakhs
Bank guarantee accepted
Document Fee
1900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
sarupathar → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement of Earthen Road I) Da Chuk to Panjan road, II)At Turung Gaon, III)Naojan Forest Village, IV)DVN to Tengaholla,V)At Naojan Adarsha Village, VI)Neog Chuk to Pub Naojan connecting road, VII) Gondhokoroi Jatiya vidylaya to Pub Naojna connecting road, VIII) Link Road between Turung Gaon and Kushal Konwar Ali, IX) Nahoroni to DVN with Gravel Wearing Course (GWC) for the year 2025-26, Sarupathar LAC under SOPD-G
BOQ
| Sl. No. | Item Description |
| 1 | I) Da Chuk to Panjan roadHeavy Dressing: Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 2 | Gravel/Soil-Aggregregate surface course (table 400.3)Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 |
| 3 | Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 4 | Earthwork in excavation for structures and technical as per drawing specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottorn and backfilling in trenches with excavated suitable material. |
| 5 | Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding |
| 6 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with 3/9.3 cement mortar 1:2 but excluding 2 excavation, protection works, backfilling. concrete and masonry works in head walls and parapets Clause 1106. 600mm dia. |
| 7 | Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling |
| 8 | II)At Turung GaonHeavy Dressing: Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 9 | Gravel/Soil-Aggregregate surface course (table 400.3)Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 |
| 10 | Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 11 | Earthwork in excavation for structures and technical as per drawing specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottorn and backfilling in trenches with excavated suitable material. |
| 12 | Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding |
| 13 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with 3/9.3 cement mortar 1:2 but excluding 2 excavation, protection works, backfilling. concrete and masonry works in head walls and parapets Clause 1106. 600mm dia. |
| 14 | Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling |
| 15 | III)Naojan Forest VillageHeavy Dressing: Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 16 | Gravel/Soil-Aggregregate surface course (table 400.3)Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 |
| 17 | Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 18 | Earthwork in excavation for structures and technical as per drawing specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottorn and backfilling in trenches with excavated suitable material. |
| 19 | Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding |
| 20 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with 3/9.3 cement mortar 1:2 but excluding 2 excavation, protection works, backfilling. concrete and masonry works in head walls and parapets Clause 1106. 600mm dia. |
| 21 | Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling |
| 22 | IV)DVN to TengahollaHeavy Dressing: Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 23 | Gravel/Soil-Aggregregate surface course (table 400.3)Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 |
| 24 | Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 25 | Earthwork in excavation for structures and technical as per drawing specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottorn and backfilling in trenches with excavated suitable material. |
| 26 | Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding |
| 27 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with 3/9.3 cement mortar 1:2 but excluding 2 excavation, protection works, backfilling. concrete and masonry works in head walls and parapets Clause 1106. 600mm dia. |
| 28 | Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling |
| 29 | V)At Naojan Adarsha VillageHeavy Dressing: Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 30 | Gravel/Soil-Aggregregate surface course (table 400.3)Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 |
| 31 | Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 32 | Earthwork in excavation for structures and technical as per drawing specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottorn and backfilling in trenches with excavated suitable material. |
| 33 | Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding |
| 34 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with 3/9.3 cement mortar 1:2 but excluding 2 excavation, protection works, backfilling. concrete and masonry works in head walls and parapets Clause 1106. 600mm dia. |
| 35 | Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling |
| 36 | Vi)Neog ChukHeavy Dressing: Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 37 | Gravel/Soil-Aggregregate surface course (table 400.3)Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 |
| 38 | Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 39 | Earthwork in excavation for structures and technical as per drawing specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottorn and backfilling in trenches with excavated suitable material. |
| 40 | Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding |
| 41 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with 3/9.3 cement mortar 1:2 but excluding 2 excavation, protection works, backfilling. concrete and masonry works in head walls and parapets Clause 1106. 600mm dia. |
| 42 | Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling |
| 43 | Vii)Gondhokoroi Jatiya vidyalayaHeavy Dressing: Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 44 | Gravel/Soil-Aggregregate surface course (table 400.3)Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 |
| 45 | Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 46 | Earthwork in excavation for structures and technical as per drawing specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottorn and backfilling in trenches with excavated suitable material. |
| 47 | Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding |
| 48 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with 3/9.3 cement mortar 1:2 but excluding 2 excavation, protection works, backfilling. concrete and masonry works in head walls and parapets Clause 1106. 600mm dia. |
| 49 | Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling |
| 50 | Viii)Link Road between Turunggaon Heavy Dressing: Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 51 | Gravel/Soil-Aggregregate surface course (table 400.3)Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 |
| 52 | Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 53 | ix)Nahoroni to DVN with GravelHeavy Dressing: Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 54 | Gravel/Soil-Aggregregate surface course (table 400.3)Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 |
| 55 | Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
AI Tender Summary
Tender Timeline
Jul 23, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedAug 11, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 11, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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