APART/NOCP/ROADS/KOK-01 Const. Of Road from Bongshigaon to Bongshigaon HS in Kokrajhar District

Amount

Setting out Unit = 1 KM Reference Bench Mark and Bench Mark pillar as per MORD and Technical Specification Clause No. - 100 v) Typical benchmark as per drawing 200

Clearing and Grubbing road land (Clearing and grubbing road including uprooting rank vegetation grass, bushes, shrubs, sapling and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per Technical Specification clauses 201 (I) By manual means (A) In area of non thorny jungle

Construction of Embankment with approved materials obtained from borrow pits a lift upto 1.5m , transporting to site, spreading, grading to required slope and compecting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as Technical Specification Clause 301.5 (I) Private Land

Construction of subgrade and earthen shoulders with material from borrow pits with all lifts and leads, transporting to site, spreading, gradaing to required slope and compacting (including land compension of earth) as per drawing Technical Specifications Clause 303.1 (I) Private Land

Construction of granular subbase by providing well graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place mathod with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specifications Clause 401 (i) For grading ii materials Drainage layer Top layer Total Quantity

Providing ,laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the intersticks of coarse aggreate , watering and compacting to the required dencity grading 2 as per Technical Specification Clause 405 . (A) By manual means

Providing ,laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the intersticks of coarse aggreate , watering and compacting to the required dencity grading 3 as per Technical Specification Clause 405 . (A) By manual means

i) (a) Providing and laying interlocking concrete Block Pavements (M 40) having thickness 80mm as per technical specifications clause 1504 (inclusive of edge restraint and carriage)

Painting lines, dashes, arrows, etc on road in two coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on old work with ready mixed road marking paint conforming to IS : 164 on bituminous / concrete surface - including cleaning the surface of all dirt - dust and other foreign matter, demmarcation at dsite and traffic control as per drawing and technical specification clause . 1702

Kilometre Stone 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 (iii) 200 m Stone (Precast)

Kilometre Stone 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 (ii) Ordinary Kilometer Stone (Precast)

Providing and laying standred single cell precast box culvert (M25) along with RCC wing wall, CC curtain wall, floor protection with CC parapet wall etc. including necessary eartwork in excavation back filling transporation of precast box to the site of work, placing, positioning, jointing with mastic joint scaler , erection joining by grouting including reinforcement etc. complete as per Assam Standard Culverts (ASC) drawing and Technical Specification Clause 1600, 1700, MORD Specification (Measurement shall be made in number) (i) Assam Standard Culvert (ASC) 1M X 1M (rate as per analysis)

Dismantaling of structure dismantling of exising structure like culverts, bridges, retaing walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding werever necy, sorting the dismantaled materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Tech. Specification clause 202 (I) By manual means (C ) Reinforced cement concrete

Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleteriou material and diposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil

Filling in foundation treaches as per drawing and technical specification clause 305.3.9 I). Sand filling

Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 & 1203 B) With natural gravel I) P.C.C grade M 10 (i) Nominal mix 1:3:6

Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 & 1203 B) With natural gravel IV) R.C.C grade M 20

Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 & 1203 B) With natural gravel I) P.C.C grade M 20 (i) Nominal mix 1:2:4

Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 & 1203 B) With natural gravel Iv) R.C.C grade M 25 (i) For hight upto 5 mtr.

Supplying fitting and placing TMT ( Fe-500 D) reinforment bar from roducer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel / RINL) in foundation complete as per drawing and Technical Specifaction Clauses 1000 and 1202

Supplying fitting and placing TMT ( Fe-500 D) reinforment bar (Other ISI approved TMT reinforcement bar (SAI / BISCON / THERMAX or equivalent) in substructure complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202

Providing weepholes in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall return wall with 100mm dia AC pipe extending through the full width of the structures with slop of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7

Backfilling behind abutment, wing wall and retun wall complete as per drawing & technical specification clause 1204.3.8 A. Granular material

Providing and laying reinforced concrete in superstructure as per drawings and technical specification clause 800, 1205 & 1205.5 B) With natural gravel Iv) R.C.C grade M 25 (i) For hight upto 5 mtr.

Supplying fitting and placing TMT ( Fe-500 D) reinforment bar (Other ISI approved TMT reinforcement bar (SAI / BISCON / THERMAX or equivalent) in superstructure complete as per drawings and technical specification clauses 1002, 1010 & 1202

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specification clauses 800 and 1206.3 B) With Natural Gravel

Construction of R.C.C railing of M 25 grade in cast -in-situ with 20mm nominal size agg. True to line and grade, tolerance of vertical railing post not to be exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and tecnical specifications clauses 800, 900 and 1208.3

Providing and laying curtain walls complete as per drawing and technical specification clause 1304 III. Cement concrete grade M 10

Drainage spouts complete as per drawing and technical specification

Flexible Apron : Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 40 Kg beyond curtain wall.

Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type refelective sheeting vide clause 1701.2.3, fixed over aluminium sheeting 1.5mm thick supported on GI pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm X 450mm X 600MM, 600mm below ground level as per drawings and Tecnical Specification clause 1701 (ii) 60cm equilateral tringle

Marjit Basumatary

SUNITI CONSTRUCTION PVT LTD

Daniel Brahma

DULAL DEBNATH

AJIT KUMAR BASUMATARY