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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAccepted-AOC | ₹4.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹4.6 Cr+₹65.5 L (16.5%)Rejected-AOC | ₹4.6 Cr+₹65.5 L (16.5%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹3.9 Cr
EMD Value
₹7.7 L
Closing Date
23 Feb 2024, 2:00 pmClosed
Chief Engineer(EAP), PWRD, Assam
O/o the Chief Engineer(EAP), PWRD, Assam, Fatasil Ambari, Guwahati-25
CE/EAP/ARRBP/OCB/Bridges-3/Jorhat/04-A Construction of Bridges in Jorhat district i.Bridge No. 14/1 on Assam Nagaland Border road ii. Bridge No. 4/1 on Chuk no 10 to Seleng TE road iii.Bridge No. 1/1 on Hemali Bozar road
2024_PWRDW_35911_1
CEEAPARRBP111TENDERS2023ptII15
Open Tender
Civil Works
Item Rate
720 days
Jorhat
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
₹7.7 L
Yes
O/o the Chief Engineer(EAP), PWRD, Assam
26 Nov 2024
3 Feb 2024
23 Feb 2024
3 Feb 2024
23 Feb 2024
3 Feb 2024
3 Feb 2024 - 12 Feb 2024
12 Feb 2024
Amount
Excavation for Structures, 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, I. Ordinary Soil, B Mechanical Means with dewatering i) Depth upto 3 m i) Br. No. 14/1 on Assam Nagaland Border
Excavation for Structures, 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, I. Ordinary Soil, B Mechanical Means with dewatering i) Depth upto 3 m ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Excavation for Structures, 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, I. Ordinary Soil, B Mechanical Means with dewatering i) Depth upto 3 m iii) Br. No. 1/1 on Hemali Bozar Road
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 m as per Technical Specification Clause 202. By Mechanical Means (B) RCC ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
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 m as per Technical Specification Clause 202. By Mechanical Means (B) RCC iii) Br. No. 1/1 on Hemali Bozar Road
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork., (I) Without plasticiser (A) PCC Grade M15i) i) Br. No. 14/1 on Assam Nagaland Border
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork., (I) Without plasticiser (A) PCC Grade M15 ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork., (I) Without plasticiser (A) PCC Grade M15 iii) Br. No. 1/1 on Hemali Bozar Road
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(I) Without plasticiser (H) RCC M35 Grade (i) Using Concrete Mixer i) Br. No. 14/1 on Assam Nagaland Border
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(I) Without plasticiser (H) RCC M35 Grade (i) Using Concrete Mixer ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(I) Without plasticiser (H) RCC M35 Grade (i) Using Concrete Mixeriii) Br. No. 1/1 on Hemali Bozar Road
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(I) Without plasticiser (E) RCC M25 Grade (i) Using Concrete Mixer i) Br. No. 14/1 on Assam Nagaland Border
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(I) Without plasticiser (E) RCC M25 Grade (i) Using Concrete Mixer ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(I) Without plasticiser (E) RCC M25 Grade (i) Using Concrete Mixer iii) Br. No. 1/1 on Hemali Bozar Road
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (A) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 14/1 on Assam Nagaland Border
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (A) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (A) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) iii) Br. No. 1/1 on Hemali Bozar Road
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (H) RCC Grade M35 (a) Height upto 5 M using plasticiser, using concrete mixer i) Br. No. 14/1 on Assam Nagaland Border
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (H) RCC Grade M35 (a) Height upto 5 M using plasticiser, using concrete mixer ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (H) RCC Grade M35 (a) Height upto 5 M using plasticiser, using concrete mixer iii) Br. No. 1/1 on Hemali Bozar Road
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (F) RCC Grade M25 (a) Height upto 5 M using plasticiser, using concrete mixer i) Br. No. 14/1 on Assam Nagaland Border
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (F) RCC Grade M25 (a) Height upto 5 M using plasticiser, using concrete mixer ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (F) RCC Grade M25 (a) Height upto 5 M using plasticiser, using concrete mixer iii) Br. No. 1/1 on Hemali Bozar Road
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 14/1 on Assam Nagaland Border
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) iii) Br. No. 1/1 on Hemali Bozar Road
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. i) Br. No. 14/1 on Assam Nagaland Border
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. iii) Br. No. 1/1 on Hemali Bozar Road
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material i) Br. No. 14/1 on Assam Nagaland Border
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material iii) Br. No. 1/1 on Hemali Bozar Road
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. i) Br. No. 14/1 on Assam Nagaland Border
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. iii) Br. No. 1/1 on Hemali Bozar Road
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. C. RCC Grade M35 Case I : Unsing Concrete Mixer i) For solid slab super-structure a)Height up to 5m i) Br. No. 14/1 on Assam Nagaland Border
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. C. RCC Grade M35 Case I : Unsing Concrete Mixer i) For solid slab super-structure a)Height up to 5m ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. C. RCC Grade M35 Case I : Unsing Concrete Mixer i) For solid slab super-structure a)Height up to 5m iii) Br. No. 1/1 on Hemali Bozar Road
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 14/1 on Assam Nagaland Border
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) iii) Br. No. 1/1 on Hemali Bozar Road
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications i) Br. No. 14/1 on Assam Nagaland Border
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications iii) Br. No. 1/1 on Hemali Bozar Road
Drainage Spouts complete as per drawing and Technical specification i) Br. No. 14/1 on Assam Nagaland Border
Drainage Spouts complete as per drawing and Technical specification ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Drainage Spouts complete as per drawing and Technical specification iii) Br. No. 1/1 on Hemali Bozar Road
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification i) Br. No. 14/1 on Assam Nagaland Border
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification iii) Br. No. 1/1 on Hemali Bozar Road
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 14/1 on Assam Nagaland Border
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) iii) Br. No. 1/1 on Hemali Bozar Road
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) (A) For plain surface ( kerb +crash Barrier) i) Br. No. 14/1 on Assam Nagaland Border
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) (A) For plain surface ( kerb +crash Barrier) ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) (A) For plain surface ( kerb +crash Barrier) iii) Br. No. 1/1 on Hemali Bozar Road
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 (iii) Cement concrete grade M 10 i) Br. No. 14/1 on Assam Nagaland Border
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 (iii) Cement concrete grade M 10 ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 (iii) Cement concrete grade M 10 iii) Br. No. 1/1 on Hemali Bozar Road
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) with crushed stone, III PCC Grade M20 Nominal mix (1:2:4) i) Br. No. 14/1 on Assam Nagaland Border
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) with crushed stone, III PCC Grade M20 Nominal mix (1:2:4) ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) with crushed stone, III PCC Grade M20 Nominal mix (1:2:4) iii) Br. No. 1/1 on Hemali Bozar Road
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall i) Br. No. 14/1 on Assam Nagaland Border
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall iii) Br. No. 1/1 on Hemali Bozar Road
Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 (i) Rubble stone laid in cement mortar 1:3 Rubble stone laid in cement mortar 1:3 CC BEDDING TO BE MEASURED and PAID EXTRA i) Br. No. 14/1 on Assam Nagaland Border
Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 (i) Rubble stone laid in cement mortar 1:3 Rubble stone laid in cement mortar 1:3 CC BEDDING TO BE MEASURED and PAID EXTRA ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 (i) Rubble stone laid in cement mortar 1:3 Rubble stone laid in cement mortar 1:3 CC BEDDING TO BE MEASURED and PAID EXTRA iii) Br. No. 1/1 on Hemali Bozar Road
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, With crushed Stone, PCC M 15 Nominal mix (1:2.5:5) i) Br. No. 14/1 on Assam Nagaland Border
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, With crushed Stone, PCC M 15 Nominal mix (1:2.5:5) ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, With crushed Stone, PCC M 15 Nominal mix (1:2.5:5) iii) Br. No. 1/1 on Hemali Bozar Road
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 i) Br. No. 14/1 on Assam Nagaland Border
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 iii) Br. No. 1/1 on Hemali Bozar Road
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder i) Br. No. 14/1 on Assam Nagaland Border
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder iii) Br. No. 1/1 on Hemali Bozar Road
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 i) Br. No. 14/1 on Assam Nagaland Border
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 iii) Br. No. 1/1 on Hemali Bozar Road
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 Total nos 2*8= 16 i) Br. No. 14/1 on Assam Nagaland Border
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 Total nos 2*8= 16 ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 Total nos 2*8= 16 iii) Br. No. 1/1 on Hemali Bozar Road
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (a) from private land i) Br. No. 14/1 on Assam Nagaland Border
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (a) from private land ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (a) from private land iii) Br. No. 1/1 on Hemali Bozar Road
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (a) from private land i) Br. No. 14/1 on Assam Nagaland Border
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (a) from private land ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (a) from private land iii) Br. No. 1/1 on Hemali Bozar Road
Construction of granular sub-base 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.A)By Mix in Place Method (ii) for grading- II Material i) Br. No. 14/1 on Assam Nagaland Border
Construction of granular sub-base 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.A)By Mix in Place Method (ii) for grading- II Material ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Construction of granular sub-base 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.A)By Mix in Place Method (ii) for grading- II Material iii) Br. No. 1/1 on Hemali Bozar Road
WBM Grading 2 (A) Using stone screening Type-B 11.2 mm for Gr.II (II) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(b) Manual means i) Br. No. 14/1 on Assam Nagaland Border
WBM Grading 2 (A) Using stone screening Type-B 11.2 mm for Gr.II (II) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(b) Manual means ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
WBM Grading 2 (A) Using stone screening Type-B 11.2 mm for Gr.II (II) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(b) Manual means iii) Br. No. 1/1 on Hemali Bozar Road
WBM Grading 3, Using stone screening Type-B 11.2 mm for Gr.III (III) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (b) By Manual Means i) Br. No. 14/1 on Assam Nagaland Border
WBM Grading 3, Using stone screening Type-B 11.2 mm for Gr.III (III) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (b) By Manual Means ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
WBM Grading 3, Using stone screening Type-B 11.2 mm for Gr.III (III) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (b) By Manual Means iii) Br. No. 1/1 on Hemali Bozar Road
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(i) Including Edge block/ Edge restraints i) Br. No. 14/1 on Assam Nagaland Border
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(i) Including Edge block/ Edge restraints ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(i) Including Edge block/ Edge restraints iii) Br. No. 1/1 on Hemali Bozar Road
Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed. i) Br. No. 14/1 on Assam Nagaland Border
Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed. ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed. iii) Br. No. 1/1 on Hemali Bozar Road
Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department) i) Br. No. 14/1 on Assam Nagaland Border
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309 i) Br. No. 14/1 on Assam Nagaland Border
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309 ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309 iii) Br. No. 1/1 on Hemali Bozar Road
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (i) 600mm equilateral triangle i) Br. No. 14/1 on Assam Nagaland Border
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (i) 600mm equilateral triangle ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (i) 600mm equilateral triangle iii) Br. No. 1/1 on Hemali Bozar Road
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 800mm x 600mm rectangular i) Br. No. 14/1 on Assam Nagaland Border
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 800mm x 600mm rectangular ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 800mm x 600mm rectangular iii) Br. No. 1/1 on Hemali Bozar Road
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 600mm circular i) Br. No. 14/1 on Assam Nagaland Border
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 600mm circular ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 600mm circular iii) Br. No. 1/1 on Hemali Bozar Road
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) i) Br. No. 14/1 on Assam Nagaland Border
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) iii) Br. No. 1/1 on Hemali Bozar Road
Providing Gauge marking on abutments indicating the danger level and the highest flood level of the river. i) Br. No. 14/1 on Assam Nagaland Border
Providing Gauge marking on abutments indicating the danger level and the highest flood level of the river. ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Providing Gauge marking on abutments indicating the danger level and the highest flood level of the river. iii) Br. No. 1/1 on Hemali Bozar Road
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) i) Br. No. 14/1 on Assam Nagaland Border
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) ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
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) iii) Br. No. 1/1 on Hemali Bozar Road
Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department i) Br. No. 14/1 on Assam Nagaland Border
Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department iii) Br. No. 1/1 on Hemali Bozar Road
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year.side trackway with earth topping complete as per direction of the department i) Br. No. 14/1 on Assam Nagaland Border
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year.side trackway with earth topping complete as per direction of the department ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year.side trackway with earth topping complete as per direction of the department iii) Br. No. 1/1 on Hemali Bozar Road
Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground bottom two course laid dry, and top tree courses in cement mortar 1:6 (1cement 6 sand) and the intermediate coursees being in dry honey comb masonry, as per design complete. (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 meter.) i) Br. No. 14/1 on Assam Nagaland Border
Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground bottom two course laid dry, and top tree courses in cement mortar 1:6 (1cement 6 sand) and the intermediate coursees being in dry honey comb masonry, as per design complete. (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 meter.) ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground bottom two course laid dry, and top tree courses in cement mortar 1:6 (1cement 6 sand) and the intermediate coursees being in dry honey comb masonry, as per design complete. (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 meter.) iii) Br. No. 1/1 on Hemali Bozar Road
Implementation of Enviromental and Social Management Plan - Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) i) Br. No. 14/1 on Assam Nagaland Border
Implementation of Enviromental and Social Management Plan - Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Implementation of Enviromental and Social Management Plan - Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) iii) Br. No. 1/1 on Hemali Bozar Road
Implementation of Enviromental and Social Management Plan - Air quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i) Br. No. 14/1 on Assam Nagaland Border
Implementation of Enviromental and Social Management Plan - Air quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Implementation of Enviromental and Social Management Plan - Air quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) iii) Br. No. 1/1 on Hemali Bozar Road
Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 14/1 on Assam Nagaland Border
Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) iii) Br. No. 1/1 on Hemali Bozar Road
Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i) Br. No. 14/1 on Assam Nagaland Border
Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) iii) Br. No. 1/1 on Hemali Bozar Road
Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 14/1 on Assam Nagaland Border
Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) iii) Br. No. 1/1 on Hemali Bozar Road
Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i) Br. No. 14/1 on Assam Nagaland Border
Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) iii) Br. No. 1/1 on Hemali Bozar Road
Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 14/1 on Assam Nagaland Border
Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) iii) Br. No. 1/1 on Hemali Bozar Road
Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i) Br. No. 14/1 on Assam Nagaland Border
Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) ii) Br. No. 4/1 on Chuk Br.No. 10 to to Seleng TE
Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) iii) Br. No. 1/1 on Hemali Bozar Road
A Provisional Sum (Fixed Amount) for the items of utility shifting of Rs. 60,000.00 (not to be changed by the bidder in BOQ) i) Br. No. 14/1 on Assam Nagaland Border
Tej Karan Jain
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