Construction of Bridges in Tinsukia district i) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill Road ii) Br. No. 2/1 on Hollowgaon to Billgaon iii) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Amount

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. i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

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. ii) Br. No. 2/1 on Hollowgaon to Billgaon

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 Telikola Ujani Chuk to Gorbill 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) iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

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. 2/1 on Gorsinga to takajan Deorigaon Road

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 Telikola Ujani Chuk to Gorbill road

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. 2/1 on Hollowgaon to Billgaon

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser PCC Grade M15 i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser RCC M35 Grade (i) Unsing Concrete Mixer i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser R.C.C grade M 25(i) Unsing Concrete Mixer i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, A. Well Curb, (iv) RCC M35 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, B. Well Steining, (viii) RCC M35 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, C.Bottom Plug, (ii) PCC M25 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, E.Top Plug, (ii) PCC M20 Grade, Case I -Using Concrete Mixer iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, F.Well Cap, (iv) RCC M35 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump. iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. (A) Sandy Soil (i) Depth below bed level upto 3.0 M. iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. (A) Sandy Soil (ii) Beyond 3m upto 10m depth iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. (A) Sandy Soil (iii) Beyond 10m upto 20m. iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Sand filling in wells complete as per drawing and technical specifications iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift up to 1000 m. Pile diameter = 1000 mm ii) Br. No. 2/1 on Hollowgaon to Billgaon

Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. a) Initial load test (Safe load = 160 t) ii) Br. No. 2/1 on Hollowgaon to Billgaon

Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. b) Routine Load Test of 2 Nos. test for piles upto 50 Nos. ii) Br. No. 2/1 on Hollowgaon to Billgaon

Pile integrity test of piles by using pile driving analyser or equivalent as approved by the E-IN-C and detail specification . Test to be carried out by an approved reputed agency including all incidental works. ii) Br. No. 2/1 on Hollowgaon to Billgaon

Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35 i) Using concrete mixer ii) Br. No. 2/1 on Hollowgaon to Billgaon

Levelling course for Pile cap Providing and lying of PCC M - 15 levelling course 100 mm thick below the pile cap. as per drawing and technical specifications. ii) Br. No. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon 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) iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill 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) ii) Br. No. 2/1 on Hollowgaon to Billgaon

Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (N) Without plasticiser H) a) RCC Grade M 35 a) Height up to 5.0 m Case-I : Using Concrete Mixer i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (N) Without plasticiser H) a) RCC Grade M 35 a) Height up to 5.0 m Case-I : Using Concrete Mixer iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (N) Without plasticiser H) a) RCC Grade M 35 a) Height up to 5.0 m Case-I : Using Concrete Mixer ii) Br. No. 2/1 on Hollowgaon to Billgaon

Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (N) Without plasticiser H) RCC M25 Grade a) Height up to 5.0 m Case-I : Using Concrete Mixer. i) Br. No. 2/1 on Gorsinga to takajan Deorigaon 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. 2/1 on Gorsinga to takajan Deorigaon 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) iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill 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) ii) Br. No. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon 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. iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill 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. Br.No. ii) Br. No. 2/1 on Hollowgaon to Billgaon

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

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 Telikola Ujani Chuk to Gorbill road

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material ii) Br. No. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon 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. iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill 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. ii) Br. No. 2/1 on Hollowgaon to Billgaon

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, complete as per drawing and approved technical specification. iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, complete as per drawing and approved technical specification. ii) Br. No. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon Road

Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. (N) Without Plasticiser D. RCC/ PSC grade M - 35 Case I : Using concrete mixer For T beam and slab2) Height 5.0m to 10.0 m iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. (N) Without Plasticiser D. RCC/ PSC grade M - 35 Case I : Using concrete mixer For T beam and slab 1) Height up to 5.0 m ii) Br. No. 2/1 on Hollowgaon to Billgaon

Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications.E. RCC Grade M-40, For T beam and slab 2) Height 5.0m to 10.0 m iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. E. RCC Grade M-40, For T beam and slab 2) Height 5.0m to 10.0 m ii) Br. No. 2/1 on Hollowgaon to Billgaon

Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. E. RCC Grade M-40, For I-beam & slab including launching of precast girders by launching truss upto 40 m span 2) Height 5.0m to 10.0 m iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill 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. 2/1 on Gorsinga to takajan Deorigaon 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) iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill 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) ii) Br. No. 2/1 on Hollowgaon to Billgaon

High tensile steel wires / strands including all accessories for stressing , stressing operations and grouting complete as per drawing and technical specifications. iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

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 Telikola Ujani Chuk to Gorbill road

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications ii) Br. No. 2/1 on Hollowgaon to Billgaon

Drainage Spouts complete as per drawing and Technical specification i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Drainage Spouts complete as per drawing and Technical specification iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Drainage Spouts complete as per drawing and Technical specification ii) Br. No. 2/1 on Hollowgaon to Billgaon

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Br.No. ii) Br. No. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon 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) iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill 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) ii) Br. No. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon Road

Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. ii) Br. No. 2/1 on Hollowgaon to Billgaon

Non-Destructive testing with Ultrasonic Pulse Velocity Meter with data storage facility for detection of cracks, voids and other imperfections in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format, complete as directed by the department i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Non-Destructive testing with Ultrasonic Pulse Velocity Meter with data storage facility for detection of cracks, voids and other imperfections in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format, complete as directed by the department iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Non-Destructive testing with Ultrasonic Pulse Velocity Meter with data storage facility for detection of cracks, voids and other imperfections in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format, complete as directed by the department ii) Br. No. 2/1 on Hollowgaon to Billgaon

Non-destructive testing with rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Non-destructive testing with rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Non-destructive testing with rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format ii) Br. No. 2/1 on Hollowgaon to Billgaon

Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 Curtain wall, Levelling course Cement concrete grade M 10 i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, Curtain wall 1202 & 1203 A with crushed stone, III PCC Grade M20 Nominal mix (1:2:4) i) Br. No. 2/1 on Gorsinga to takajan Deorigaon 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. 2/1 on Gorsinga to takajan Deorigaon Road

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303. Rubble stone laid in cement mortar 1:3 CC BEDDING TO BE MEASURED and PAID EXTRA i) Br. No. 2/1 on Gorsinga to takajan Deorigaon 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. 2/1 on Gorsinga to takajan Deorigaon Road

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 ii) Br. No. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon Road

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 Telikola Ujani Chuk to Gorbill road

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. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon 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 iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill 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 ii) Br. No. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon Road

Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material . I) In Ordinary Soil. B. Mechanical means. i) Depth up to 3.00 m (with dewatering) iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material . I) In Ordinary Soil. B. Mechanical means. i) Depth up to 3.00 m (with dewatering) ii) Br. No. 2/1 on Hollowgaon to Billgaon

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 Telikola Ujani Chuk to Gorbill 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 M15. ii) Br. No. 2/1 on Hollowgaon to Billgaon

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser. G RCC Grade M30 (i) Using Concrete Mixer iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser. G RCC Grade M30 (i) Using Concrete Mixer ii) Br. No. 2/1 on Hollowgaon to Billgaon

Supplying, fitting and placing uncoated TMT 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 Telikola Ujani Chuk to Gorbill road

Supplying, fitting and placing uncoated TMT 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. 2/1 on Hollowgaon to Billgaon

Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. H) a) RCC Grade M 35 I) Height up to 5.0 m Case-I : Using Concrete Mixer iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. H) a) RCC Grade M 35 I) Height up to 5.0 m Case-I : Using Concrete Mixer ii) Br. No. 2/1 on Hollowgaon to Billgaon

Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications b) (i) 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 Telikola Ujani Chuk to Gorbill road

Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications b) (i) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 2/1 on Hollowgaon to Billgaon

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 Telikola Ujani Chuk to Gorbill 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. ii) Br. No. 2/1 on Hollowgaon to Billgaon

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards 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 Telikola Ujani Chuk to Gorbill road

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards 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. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon 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 iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill 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 ii) Br. No. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon 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 iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill 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 ii) Br. No. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon 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 iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill 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 ii) Br. No. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon 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 iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill 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 ii) Br. No. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon 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 iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill 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 ii) Br. No. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon 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 iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill 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 ii) Br. No. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon Road

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 Telikola Ujani Chuk to Gorbill road

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. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon 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 iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill 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 ii) Br. No. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon 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 iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill 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 ii) Br. No. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon 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 iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill 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 ii) Br. No. 2/1 on Hollowgaon to Billgaon

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 Telikola Ujani Chuk to Gorbill 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.) ii) Br. No. 2/1 on Hollowgaon to Billgaon

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. 2/1 on Gorsinga to takajan Deorigaon 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. 2/1 on Gorsinga to takajan Deorigaon 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 iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill 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 ii) Br. No. 2/1 on Hollowgaon to Billgaon

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. iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill 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. ii) Br. No. 2/1 on Hollowgaon to Billgaon

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. i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Planting of Trees and their Maintenance for three 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 three year. i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Planting of Trees and their Maintenance for three 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 three year. iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Planting of Trees and their Maintenance for three 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 three year. ii) Br. No. 2/1 on Hollowgaon to Billgaon

Air quality monitoring at 3 locations* before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample); First Year 1st season of the Works i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Water quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample); First Year 1st season of the Works i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Noise quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample); First Year 1st season of the Works i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Soil quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample) First Year 1st season of the Works i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Air quality monitoring at 3 locations for 3 seasons for 2 consecutive years (3x3 Season 3) =9 nos. i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Water quality monitoring at 3 locations for 3 seasons for 2 consecutive years. (3x3 Season 3 =9 nos. i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Noise quality monitoring at 3 locations for 3 seasons for 2 consecutive years. (3x3 Season 3) =9 nos. i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Soil quality monitoring at 3 locations for 3 seasons for 2 consecutive years. (3x3 Season 3) =9 nos. i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Air quality monitoring at 3 locations for 2seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samples i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Water quality monitoring at 3 locations for 2seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samples i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Noise quality monitoring at 3 locations for 2 seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samples i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Soil quality monitoring at 3 locations for 2 seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samples i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

Air quality monitoring at 3 locations* before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample); First Year 1st season of the Works ii) Br. No. 2/1 on Hollowgaon to Billgaon

Water quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample); First Year 1st season of the Works ii) Br. No. 2/1 on Hollowgaon to Billgaon

Noise quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample); First Year 1st season of the Works ii) Br. No. 2/1 on Hollowgaon to Billgaon

Soil quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample) First Year 1st season of the Works ii) Br. No. 2/1 on Hollowgaon to Billgaon

Air quality monitoring at 3 locations for 3 seasons for 2 consecutive years (3x3 Season 3) =9 nos. ii) Br. No. 2/1 on Hollowgaon to Billgaon

Water quality monitoring at 3 locations for 3 seasons for 2 consecutive years. (3x3 Season 3 =9 nos. ii) Br. No. 2/1 on Hollowgaon to Billgaon

Noise quality monitoring at 3 locations for 3 seasons for 2 consecutive years. (3x3 Season 3) =9 nos. ii) Br. No. 2/1 on Hollowgaon to Billgaon

Soil quality monitoring at 3 locations for 3 seasons for 2 consecutive years. (3x3 Season 3) =9 nos. ii) Br. No. 2/1 on Hollowgaon to Billgaon

Air quality monitoring at 3 locations for 2seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samples ii) Br. No. 2/1 on Hollowgaon to Billgaon

Water quality monitoring at 3 locations for 2seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samples ii) Br. No. 2/1 on Hollowgaon to Billgaon

Noise quality monitoring at 3 locations for 2 seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samples ii) Br. No. 2/1 on Hollowgaon to Billgaon

Soil quality monitoring at 3 locations for 2 seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samples ii) Br. No. 2/1 on Hollowgaon to Billgaon

Air quality monitoring at 3 locations* before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample); First Year 1st season of the Works iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Water quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample); First Year 1st season of the Works iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Noise quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample); First Year 1st season of the Works iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Soil quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample) First Year 1st season of the Works iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Air quality monitoring at 3 locations for 3 seasons for 2 consecutive years (3x3 Season 3) =9 nos. iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Water quality monitoring at 3 locations for 3 seasons for 2 consecutive years. (3x3 Season 3 =9 nos. iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Noise quality monitoring at 3 locations for 3 seasons for 2 consecutive years. (3x3 Season 3) =9 nos. iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Soil quality monitoring at 3 locations for 3 seasons for 2 consecutive years. (3x3 Season 3) =9 nos. iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Air quality monitoring at 3 locations for 2seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samples iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Water quality monitoring at 3 locations for 2seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samples iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Noise quality monitoring at 3 locations for 2 seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samples iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Soil quality monitoring at 3 locations for 2 seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samples iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

A Provisional sum (Fixed Amount) for the items of Tree Cutting of Rs. 57,453.00 (not to be changed by the Bidders in BOQ) i) Br. No. 2/1 on Gorsinga to takajan Deorigaon Road

A Provisional sum (Fixed Amount) for the items of Tree Cutting of Rs. 2,29,813.00 (not to be changed by the Bidders in BOQ) ii) Br. No. 2/1 on Hollowgaon to Billgaon

A Provisional sum (Fixed Amount) for the items of Tree Cutting of Rs. 3,73,446.00 (not to be changed by the Bidders in BOQ) iii) Br. No. 1/1 on Telikola Ujani Chuk to Gorbill road

Bidder Name

SUNIL SHAH