TE_RIDF_XXX_24_25_309 (i)Construction of (1) Madoorie TE Line No. 7 and (2) Madoorie TE Line No. 10 (ii) Construction of road from Joya T.E to Kopohuwa connecting road including Box Cell Culvert under RIDF-XXX of NABARD for the year 2024-25

Amount

Madoori T.E Line No.7Clearing and grubbing road land including uoroating wild vegetation,grass,bushesshrubs,saplingsand trees of grith upto 300mm ,removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used ,upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specation Clause 201.A. In area of non thorny

Removing all types of Hume pipes and stacking within a lead of 1000 m including earthwork and dismantling of masonry works as per Technical specification Clause 202. b) Above 600 mm to 900 mm dia HP

Compacting original ground supporting subgrade- Loosening of the groundupto a level of 300 mm below the subgrade level eatered graded and compacted in layers to meet requirment of table 300.1and 300.2 for subgrade construction as per technical Specification Clause303.5.2

Construction of embankment with materials obtained from borrow pits with initial lead upto 3.00 km, transporting to site, spreading, gradingto reqd. slope and compacting to meet requirement of table 300.2 (including land compensation of earth) as per MoRTH specification305. From (i) private land

Construction of sub-grade and earthen shoulder with approved materials obtained from borrow pits with initial lead upto 3.00 km, transporting to site, spreading, gradingto reqd. slope and compacting to meet requirement of table 300.2 (including land compensation of earth) as per MoRTH specification305. From private land

Const. of granular sub-base by providing coarse graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in plcae method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 (with an initial lead of 5km) For grading-II materials as per MoRTH specification 401

Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification spreading in uniform thicknes, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and of screening/ binding materials to fill up he interstices of coarse aggregate, watering and compacting to the required density (with an initla lead of 5km) brooming requiete type as per MoRTH specification 404. By manual means: Hand broken metal from river boulder; Grading-II using screening Type-B

Providing and laying interlocking block pavement of 80 mm thick as per technical specification of cl. No 1504 and filling the joints with a thin layer of sand ,construction of edge restrint with pcc 1:2:4 ( M-20 grade) for the both edges complete .

Providing & fixing 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 M 15 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) 600mm equilateral triangle

Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 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.

PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105 (ii) Granular Material

Providing & laying reinforced cement concrete NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 (iii) 600 mm dia

Brick masonary work in foundation complete excluding pointing and plastering as per drawing and technical specifications clause 600, 1202,& 1203 I. Brick masonary in 1:4 cement mortar

Plastering with Cement mortar in 1:4 15mm thick on brick work

Madoori T.E Line No.10Clearing and grubbing road land including uoroating wild vegetation,grass,bushesshrubs,saplingsand trees of grith upto 300mm ,removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used ,upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specation Clause 201.A. In area of non thorny

Removing all types of Hume pipes and stacking within a lead of 1000 m including earthwork and dismantling of masonry works as per Technical specification Clause 202. b) Above 600 mm to 900 mm dia HP

Compacting original ground supporting subgrade- Loosening of the groundupto a level of 300 mm below the subgrade level eatered graded and compacted in layers to meet requirment of table 300.1and 300.2 for subgrade construction as per technical Specification Clause303.5.2

Construction of embankment with materials obtained from borrow pits with initial lead upto 3.00 km, transporting to site, spreading, gradingto reqd. slope and compacting to meet requirement of table 300.2 (including land compensation of earth) as per MoRTH specification305. From (i) private land

Construction of sub-grade and earthen shoulder with approved materials obtained from borrow pits with initial lead upto 3.00 km, transporting to site, spreading, gradingto reqd. slope and compacting to meet requirement of table 300.2 (including land compensation of earth) as per MoRTH specification305. From private land

Const. of granular sub-base by providing coarse graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in plcae method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 (with an initial lead of 5km) For grading-II materials as per MoRTH specification 401

Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification spreading in uniform thicknes, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and of screening/ binding materials to fill up he interstices of coarse aggregate, watering and compacting to the required density (with an initla lead of 5km) brooming requiete type as per MoRTH specification 404. By manual means: Hand broken metal from river boulder; Grading-II using screening Type-B

Providing and laying interlocking block pavement of 80 mm thick as per technical specification of cl. No 1504 and filling the joints with a thin layer of sand ,construction of edge restrint with pcc 1:2:4 ( M-20 grade) for the both edges complete .

Providing & fixing 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 M 15 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) 600mm equilateral triangle

Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 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.

PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105 (ii) Granular Material

Providing & laying reinforced cement concrete NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 (iii) 600 mm dia

Brick masonary work in foundation complete excluding pointing and plastering as per drawing and technical specifications clause 600, 1202,& 1203 I. Brick masonary in 1:4 cement mortar

Plastering with Cement mortar in 1:4 15mm thick on brick work

Earthwork in cushioning

Backfilling in foundation trenches

Joya T. E to Kopohuwa connecting RoadClearing and grubbing road land including uoroating wild vegetation,grass,bushesshrubs,saplingsand trees of grith upto 300mm ,removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used ,upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specation Clause 201.A. In area of non thorny

Compacting original ground supporting subgrade- Loosening of the groundupto a level of 300 mm below the subgrade level eatered graded and compacted in layers to meet requirment of table 300.1and 300.2 for subgrade construction as per technical Specification Clause303.5.2

Construction of embankment with materials obtained from borrow pits with initial lead upto 3.00 km, transporting to site, spreading, gradingto reqd. slope and compacting to meet requirement of table 300.2 (including land compensation of earth) as per MoRTH specification305. From (i) private land

Construction of sub-grade and earthen shoulder with approved materials obtained from borrow pits with initial lead upto 3.00 km, transporting to site, spreading, gradingto reqd. slope and compacting to meet requirement of table 300.2 (including land compensation of earth) as per MoRTH specification305. From private land

Const. of granular sub-base by providing coarse graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in plcae method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 (with an initial lead of 5km) For grading-II materials as per MoRTH specification 401

Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification spreading in uniform thicknes, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and of screening/ binding materials to fill up he interstices of coarse aggregate, watering and compacting to the required density (with an initla lead of 5km) brooming requiete type as per MoRTH specification 404. By manual means: Hand broken metal from river boulder; Grading-II using screening Type-B

Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification spreading in uniform thicknes, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and of screening/ binding materials to fill up he interstices of coarse aggregate, watering and compacting to the required density (with an initla lead of 5km) brooming requiete type as per MoRTH specification 404. By manual means: Hand broken metal from river boulder; Grading-III using screening Type-B

Providing and laying interlocking block pavement of 80 mm thick as per technical specification of cl. No 1504 and filling the joints with a thin layer of sand ,construction of edge restrint with pcc 1:2:4 ( M-20 grade) for the both edges complete .

Providing & fixing 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 M 15 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) 600mm equilateral triangle

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I) A. Ordinary soil (i) upto 3 m TO 6 M depth

Filling in foundation trenches as per drawing and technical specfication Clause 1204.3.8 Sandy Materials

Providing concrete for Plain/Reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, and 1203 I. P.C.C Grade M10 (i) Nominal Mix

Providing concrete for Plain/Reinforced concrete in sub structurecomplete as per drawings and technical specifications Clause 802, 804, 805.807.808,1202, and 1204 III.R.C.C Grade M20 (I) Hight upto 5m

Providing concrete for Plain/Reinforced concrete in sub structurecomplete as per drawings and technical specifications Clause 802, 804, 805.807.808,1202, and 1204 II.PCC M-15

Providing concrete for Plain/Reinforced concrete in Sub-Structuer complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 III. R.C.C Grade M20

Providing concrete for Plain/Reinforced concrete in Super-Structuer complete as per drawings and technical specifications Clause 802, 800, 1205.4, and 1205.5 II. R.C.C Grade M25 a) Upto 5mm

Drainage Spouts complete as per drawing and Technical specification

Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Providing weep holes in brick masonary wall /stone masonary /plain /Rainforcement cement concrete wall with 100 mm dia AC pipe etc. as per drawing and technical soecification

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.)Slop

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.)U/S & D/s

Backfilling behind abutment wing wall and return wall complete as (ii) Sandy Material

Constraction of Bamboo foot bridge

SRI APURBA JYOTI CHETIA (BID ID -246057)

AJAY DOLEY (BID ID -247345)

RITURAJ BORGOHAIN (BID ID -247115)

ADITYA DOWARAH (BID ID -247044)