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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC HOUSE NO 2 BOKAKHAT GOLAGHAT ASSAM 785612 | BOKAKHAT | GOLAGHAT | ASSAM | 785612 | ₹2.8 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹2.8 Cr+₹24,202 (0.09%)Rejected-AOC | ₹2.8 Cr+₹24,202 (0.09%) | L2 | Rejected-AOC Not Accepted |
| Sl No | Description | Qty | Unit | Ram Swarup Yadav L2 | Sri Manoj Pareek L1 |
|---|---|---|---|---|---|
| 1.00 | I) Bareghoria Bebejia
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. | 4,507.5 | sqm | 8 ₹36,060 | 5 ₹22,537.5 Lowest |
| 2.00 | 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 | 563.44 | cum | 2,050 ₹11,55,052 Lowest | 2,500 ₹14,08,600 |
| 3.00 | 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 | 927.32 | sqm | 81 ₹75,112.81 | 45 ₹41,729.34 Lowest |
| 4.00 | 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. | 23.85 | cum | 127.69 ₹3,045.41 | 100 ₹2,385 Lowest |
| 5.00 | Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding | 5.73 | cum | 1,558.04 ₹8,927.57 | 1,000 ₹5,730 Lowest |
| 6.00 | 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. | 15 | Rm | 3,272.25 ₹49,083.75 Lowest | 4,500 ₹67,500 |
| 7.00 | Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling | 21.45 | cum | 1,644.26 ₹35,269.38 | 1,200 ₹25,740 Lowest |
| 8.00 | II) Botal Tiniali Khatkhati road
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. | 3,007.5 | sqm | 8.27 ₹24,872.02 | 5 ₹15,037.5 Lowest |
| 9.00 | 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 | 375.94 | cum | 2,600 ₹9,77,444 | 2,500 ₹9,39,850 Lowest |
| 10.00 | 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 | 600 | sqm | 83.28 ₹49,968 | 45 ₹27,000 Lowest |
Tender Value
₹2.8 Cr
EMD Value
₹5.5 L
Closing Date
11 Aug 2025, 2:00 pmClosed
Chief Engineer, PWD Roads
O/O Chief Engineer PWD(Roads)Assam ,Chandmari, Ghy
Imp of Erthn Rd i)Breghra ii)Botal iii)Grigaon iv)Tngrajn v)GB rd vi)Hajari vii)Jaljori viii)Padam ix)Rtnpur Koibrta x)Tengani xi)Swahid xii) Rajat xiii)Dapthatr xiv)Borchapri xv)Chintamni xvi)Rengma Ali xvii)Chngpol xviii)Somswr undr SOPD-G fr 25-26
2025_PWD_45818_50
CE/Commn/16/2025-26/04
Open Tender
Civil Works – Roads
Item Rate
180 days
Sarupathar
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,500
₹5.5 L
Yes
O/O Chief Engineer PWD Roads Assam ,Chandmari, Ghy
23 Feb 2026
23 Jul 2025
11 Aug 2025
23 Jul 2025
11 Aug 2025
23 Jul 2025
23 Jul 2025 - 11 Aug 2025
28 Jul 2025
Amount
I) Bareghoria Bebejia 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.
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
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.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding
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.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
II) Botal Tiniali Khatkhati road 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.
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
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.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding
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.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
III) Garigaon Namghar approach Road 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.
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
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.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding
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.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
IV)Tengrajan to Gargaon 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.
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
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.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding
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.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
V) GB road (Mondol Tini ali) to Jaljori LP School 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.
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
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.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding
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.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
VI) Hajari to Borpabhajan & Sarulongtha 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.
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
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.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding
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.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
VII) Jaljori to Baromukhiya, 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.
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
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.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding
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.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
VIII) Padam Bahadur to Dapathar 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.
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
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.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding
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.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
IX)at Ratanpur Koibarta Gaon 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.
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
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.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding
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.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
X)at Tengani Kocharihola, 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.
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
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.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding
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.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
XI)Swahid Padam Bahadur Road to Pabhojan Borchapori connecting Road 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.
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
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.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding
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.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
XII) Rajat Bagan Tini ali to Gyanpith LP School via Naharbari Shiv Mandir 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.
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
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.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding
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.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
XIII) Dapathatr to Telpung connecting road 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.
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
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.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding
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.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
XIV) Borchapori LP School to Church Road 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.
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
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.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding
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.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
XV) Chintamoni Namghar to PWD Road, 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.
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
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.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding
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.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
XVI) Rengma Ali to Sautali ME School 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.
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
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.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding
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.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
XVII) Changpol Tini ali to Debo Tini ali Connecting Road 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.
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
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.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding
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.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
XVIII) Someswar Chariali to Tengrajan Chilarai School 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.
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
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.
Laying 1st class bedding on well compacted sand, moorum as per clause 1 5.30 115(ii) Granular bedding
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.
Backfilling in Foundation Trenches as per drawing and technical specification 1 Clause 1108. (1) sand filling
Ram Swarup Yadav (BID ID -275727)
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