RIDF-XXVII/Tinsukia/01 Construction of Road (1) Tongana Main Gate to Tiniali Nagaon via Kulibil Line Binak House to Ruben Tanti House (Length 2.90 KM) (2)Phillobari main road via Bishnupur darakahatra to Kakojan high school (4 no. Kakojan)(Length 2.2

Amount

Clearing and grubbing road land including uoroating wild vegetation,grass,bushesshrubs,sapling sand 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, grading to 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 place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 (including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department) For grading-II materials as per MoRTH specification 401 - 1.Tongona main gate to Tiniali Nagaon via Kulibil Line Binak House Ruben Tanti House

Const. of granular sub-base by providing coarse graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 (including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department) For grading-II materials as per MoRTH specification 401- 2.Phillobari Main Road Via Bishnupur Darakahahatra to Kakojan High School(4 No. Kakojan)

Const. of granular sub-base by providing coarse graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 (including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department) For grading-II materials as per MoRTH specification 401 - 3. 2 No. Pithaguti village Bishnu Urang Tinali to Amguri Jahajgira chariali

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 (including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department) brooming requiete type as per MoRTH specification 404. By manual means: Hand broken metal from river boulder; Grading-II using screening Type-B :-(1.)Tongana Main Gate to Tiniali Nagaon via Kulibil Line Binak House to Ruben Tanti House

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 (including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department) brooming requiete type as per MoRTH specification 404. By manual means: Hand broken metal from river boulder; Grading-II using screening Type-B :- 2.Phillobari Main Road Via Bishnupur Darakahahatra to Kakojan High School(4 No. Kakojan)

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 (including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department) brooming requiete type as per MoRTH specification 404. By manual means: Hand broken metal from river boulder; Grading-II using screening Type-B :- 3. 2 No. Pithaguti village Bishnu Urang Tinali to Amguri Jahajgira chariali

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 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 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.vi)600mm x 600 mm square

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

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 circular

Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometre Stone (Precast)

Planting of trees by the road side (Avenue trees) in 0.60m dia holes ,1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure,planting the sapling,backfilling the trenches,watering, fixing the tree guatrd and maintaining the plants for three year.

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (1) Ordinary soil (i) upto 3m depth

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

Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(b ) Bed with granular materials

Providing and laying reinforced cement concrete pipe 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. 1000 mm dia

Providing brick massonry work in foundation complete as per drawing technical specification with 1:4 cement mortar

Plastering with cement mortar in prop. 1:4 on brick/stone surface complete as per drawin and technical specification .

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

MAHABAHU BUILD INDIA PRIVATE LIMITED

Khagen Konch

Ms Gunjan Construction