Construction of Bridge in Baksa district i) Br. No. 1/1 on Doomni to Bonahopa Road

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. By Mechnaical means In area of non-thorny jungle i) Bridge No 1/1 on Doomni to Bonahopa Road

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accrodance with requirements of lines, grades and cross-sections. i) Bridge No 1/1 on Doomni to Bonahopa Road

Construction of embankment with approved material obtained from borrow pits with all lift, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all lead as per Technical Specification Clause 301.5 i. Private Land i) Bridge No 1/1 on Doomni to Bonahopa Road

Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1 i. Private Land i) Bridge No 1/1 on Doomni to Bonahopa Road

Construction of granular sub-base by providing well grade 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. For Grading II Material i) Bridge No 1/1 on Doomni to Bonahopa Road

Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-II & Grading III as per Technical specification Clause 405 For Grading II Material i) Bridge No 1/1 on Doomni to Bonahopa Road

Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405 For Grading III Material i) Bridge No 1/1 on Doomni to Bonahopa 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 A) Including Edge block/ Edge restraints. i) Bridge No 1/1 on Doomni to Bonahopa Road

Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801 a) 600mm Equilateral triangle i) Bridge No 1/1 on Doomni to Bonahopa Road

Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801 b) 600mm Circular i) Bridge No 1/1 on Doomni to Bonahopa Road

Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801 c) 600mm x 450mm Rectangular i) Bridge No 1/1 on Doomni to Bonahopa Road

Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 i) Bridge No 1/1 on Doomni to Bonahopa Road

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications. i) Bridge No 1/1 on Doomni to Bonahopa Road

Providing and fixing of road stud 100x100 mm die cast in aluminium, restant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic suface by drilling holes 30 mm upto a depth of 600mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. i) Bridge No 1/1 on Doomni to Bonahopa Road

Reinforced cement concrete M15 grade of boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering as per drawing and technical specification clause 1704. i) Bridge No 1/1 on Doomni to Bonahopa Road

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 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. i) Bridge No 1/1 on Doomni to Bonahopa 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) Bridge No 1/1 on Doomni to Bonahopa Road

Providing and constructing temporary island for construction of well foundation complete as per technical specification. For 6m dia. Well Depth of water above 1.0 m upto 2.0 m i) Bridge No 1/1 on Doomni to Bonahopa Road

Providing and constructing one span service road to reach island location from one pier location to another pier location. i) Bridge No 1/1 on Doomni to Bonahopa Road

Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling the excavated tearth to the extent required and utilising the remaining earth locally for road work.) Ordinary Soil Upto 3m depth i) Bridge No 1/1 on Doomni to Bonahopa Road

Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling the excavated tearth to the extent required and utilising the remaining earth locally for road work.) Ordinary Soil 3m to 6m depth i) Bridge No 1/1 on Doomni to Bonahopa Road

Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. i) Bridge No 1/1 on Doomni to Bonahopa Road

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Without Plasticizer Well Curb RCC M35 Grade Using Concrete mixer i) Bridge No 1/1 on Doomni to Bonahopa Road

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Without Plasticizer Well Steining RCC M35 Grade Using Concrete mixer i) Bridge No 1/1 on Doomni to Bonahopa 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. Sandy Soil Depth below bed level upto 3.0 M i) Bridge No 1/1 on Doomni to Bonahopa 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. Sandy Soil Beyond 3m upto 10m depth i) Bridge No 1/1 on Doomni to Bonahopa 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. Sandy Soil Beyond 10m upto 20m i) Bridge No 1/1 on Doomni to Bonahopa Road

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Top Plug Grade M 20 Using Concrete Mix i) Bridge No 1/1 on Doomni to Bonahopa Road

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Bottom Plug Grade M 20 Using Concrete Mix i) Bridge No 1/1 on Doomni to Bonahopa Road

Sand filling in wells complete as per drawing and technical specifications i) Bridge No 1/1 on Doomni to Bonahopa Road

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Well Cap RCC M35 Grade Using Concrete mixer i) Bridge No 1/1 on Doomni to Bonahopa 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) Bridge No 1/1 on Doomni to Bonahopa Road

Providing concrete for Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203 With crushed Stone PCC grade M15 Nominal mix (1:2.5:5) i) Bridge No 1/1 on Doomni to Bonahopa Road

Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. I - Without Plasticiser A - PCC Grade M-15 i) Bridge No 1/1 on Doomni to Bonahopa Road

Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. RCC grade M30 Without Plasticiser Using Concrete Mixer i) Bridge No 1/1 on Doomni to Bonahopa Road

Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork RCC grade M35 Without Plasticiser Using Concrete Mixer i) Bridge No 1/1 on Doomni to Bonahopa 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 specifications clauses 1205.5.7. i) Bridge No 1/1 on Doomni to Bonahopa Road

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 i) Bridge No 1/1 on Doomni to Bonahopa Road

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 i) Bridge No 1/1 on Doomni to Bonahopa Road

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M35 Height upto 5m Using Concrete Mixer i) Bridge No 1/1 on Doomni to Bonahopa Road

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M30 Height upto 5m Using Concrete Mixer i) Bridge No 1/1 on Doomni to Bonahopa Road

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M30 Height 5m to 10m Using Concrete Mixer i) Bridge No 1/1 on Doomni to Bonahopa 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 unreinforcement elastomer confined withing 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 elostomerelements to be as per IRC:83 part -I & II respectively and part confirming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MORT&H & S specification complete as per drawing and approved technical specification . i) Bridge No 1/1 on Doomni to Bonahopa Road

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. i) Bridge No 1/1 on Doomni to Bonahopa Road

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications 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 surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. i) Bridge No 1/1 on Doomni to Bonahopa Road

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 drawings and technical specifications clauses 1002, 1010 & 1202. i) Bridge No 1/1 on Doomni to Bonahopa Road

High tensile steel wires / stands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specification. i) Bridge No 1/1 on Doomni to Bonahopa Road

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork. Without Plasticiser RCC/PSC Grade M40 Using Concrete Mixer For T-beam & Slab Height upto 5m i) Bridge No 1/1 on Doomni to Bonahopa Road

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork. Without Plasticiser RCC/PSC Grade M35 Using Concrete Mixer Solid Slab Superstructure Height 5m to 10m i) Bridge No 1/1 on Doomni to Bonahopa Road

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (Granular material) i) Bridge No 1/1 on Doomni to Bonahopa Road

Drainage Spouts complete as per drawing and Technical specifications. i) Bridge No 1/1 on Doomni to Bonahopa Road

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. i) Bridge No 1/1 on Doomni to Bonahopa Road

PCC M15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specification clause 800 and 1211. A With Crusher Stone i. Nominal Mix (1:2.5:5) i) Bridge No 1/1 on Doomni to Bonahopa Road

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specifications TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent). i) Bridge No 1/1 on Doomni to Bonahopa Road

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. M 40 grade concrete i) Bridge No 1/1 on Doomni to Bonahopa Road

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications i) Bridge No 1/1 on Doomni to Bonahopa Road

Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per drawing and technical specification Clause 1701 i) Bridge No 1/1 on Doomni to Bonahopa Road

Non-destructive tecting with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format . i) Bridge No 1/1 on Doomni to Bonahopa Road

Non-destructive tecting with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department. i) Bridge No 1/1 on Doomni to Bonahopa Road

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification clause 1303 (Flooring should consist of 150 mm thick flat stone/bricks on edge in cement mortar 1:3 laid over 300 mm thick cement concrete M20 grade laid over a layer of 150 mm thick cement concrete M15 grade) I Rubble stone laid in cement mortar 1:3 i) Bridge No 1/1 on Doomni to Bonahopa Road

Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. I - Without Plasticiser B - PCC Grade M-20 i) Bridge No 1/1 on Doomni to Bonahopa Road

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall i) Bridge No 1/1 on Doomni to Bonahopa Road

Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete. i) Bridge No 1/1 on Doomni to Bonahopa Road

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications. Stone/Boulder i) Bridge No 1/1 on Doomni to Bonahopa Road

Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301. i) Bridge No 1/1 on Doomni to Bonahopa 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) Bridge No 1/1 on Doomni to Bonahopa 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 guard and maintaining the plants for three year. i) Bridge No 1/1 on Doomni to Bonahopa Road

Implementation of Environmental and Social Management Plan: Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week) i) Bridge No 1/1 on Doomni to Bonahopa Road

Implementation of Environmental and Social Management Plan: Ambient Air Monitoring: At construction Stage: At minimum 2 locations including construction camp (Two consecutive day) (Twice a week) (Biannually) for one year (Total 8 samples in 1 year) i) Bridge No 1/1 on Doomni to Bonahopa Road

Implementation of Environmental and Social Management Plan: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year (Total 8 samples in 1 year) i) Bridge No 1/1 on Doomni to Bonahopa Road

Implementation of Environmental and Social Management Plan: Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples) i) Bridge No 1/1 on Doomni to Bonahopa Road

Implementation of Environmental and Social Management Plan: Water Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year (Total 4 samples in 1 year) i) Bridge No 1/1 on Doomni to Bonahopa Road

Implementation of Environmental and Social Management Plan: At Operation Stage: At 2 locations (except monsoon) (Biannually) (Total 4 samples in 1 year) i) Bridge No 1/1 on Doomni to Bonahopa Road

Implementation of Environmental and Social Management Plan: Noise Monitoring: At Pre-Construction Stage At minimum 2 locations i) Bridge No 1/1 on Doomni to Bonahopa Road

Implementation of Environmental and Social Management Plan: Noise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year (Total 4 samples in 1 year) i) Bridge No 1/1 on Doomni to Bonahopa Road

Implementation of Environmental and Social Management Plan: Noise Monitoring: At Operation stage: At 2 locations (except monsoon) (Biannually) (Total 4 samples in 1 year) i) Bridge No 1/1 on Doomni to Bonahopa Road

Implementation of Environmental and Social Management Plan: Soil Monitoring At Pre-Construction Stage: At minimum 2 locations i) Bridge No 1/1 on Doomni to Bonahopa Road

Implementation of Environmental and Social Management Plan: Soil Monitoring At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year (Total 4 samples in 1 year) i) Bridge No 1/1 on Doomni to Bonahopa Road

Implementation of Environmental and Social Management Plan: Soil Monitoring At Operation Stage: At 2 locations (except monsoon) (Biannually) (Total 4 samples in 1 year) i) Bridge No 1/1 on Doomni to Bonahopa Road

Implementation of Environmental and Social Management Plan: Ecology: At construction stage At 2 locations (bi-annually) for one year (Total 4 samples) i) Bridge No 1/1 on Doomni to Bonahopa Road

Implementation of Environmental and Social Management Plan: Ecology: At Operation Stage: At 2 locations (bi-annually) (Total 4 samples in 1 year) i) Bridge No 1/1 on Doomni to Bonahopa Road

Community meetings in village, 2 times. i) Bridge No 1/1 on Doomni to Bonahopa Road

A Provisional sum (Fixed Amount) for the items of Utility Shifting, Tree Cutting and Occupational Health & Safety of Rs. 4,51,545.00 (not to be changed by the Bidders in BOQ)

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