SOPD_G_20_21_194 Construction of road from Kenkeniachook-Dolgaon to Bamuni Masjid via Hatimura Pubthoria including side drain (L-4430.00 m) under SOPD-G for the year 2020-21, Kaliabor LAC

Amount

Clearing and grubbing of road land including uprooting rank vegetation, grass, bushes shrubs, saplings, and tree girth upto 300mm removal of stumps of such trees cut earlier, and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, up to a lead of 1000 m. including removal of and disposal of top organic soil not exceeding 150mm in thickness as per technical Specification Clause 201. (II) By manual means (A) In area of light jungle

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(a) from private land

Granular Sub-base/base/surface coursewith local materials (Table 400.13)by mix in place method normal constructionof granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achive the desired density complete as per Clause 401.4 as per technical specification clause 408. Using naturally occuring gravel.

WBM grading 2:providing ,laying, spreading and comacting & stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing, rolling with smooth wheel 80-100 KN roller in stages to proper grade and camber applying and brooming, stone screening /binding materials to fill up the interstices of coarse aggregates watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A) by mennual means.

WBM grading 3 :providing ,laying, spreading and comacting & stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing, rolling with smooth wheel 80-100 KN roller in stages to proper grade and camber applying and brooming, stone screening /binding materials to fill up the interstices of coarse aggregates watering and compacting to the required density grading 3 as per Technical Specification Clause 405. A) by manual means.

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.9-1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying & rolling of open graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on previously prepared base inclusing mixing in a suitable plant, laying and rolling with three wheeled 80-100KN static roller capacity, finished to required grade and level to be followed by seal coat either type A or type B or type C as per Technical Specification Clause 508.By manual means (i) Bitumen ( S-65 )

Providing and laying seal coat sealing the voids in the bituminous surface laid to the specified level, grade and cross fall using Type A, Type B or Type C as per technical Specification Clause 510 By manual means Case - III : Type C (ii) Bitumen ( S-65 )

Retro-reflectorised Traffic Signs. (i ) 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)600mm equilateral triangle

Construction of single row HP culvert 600mm Excavation for structures E/W in excavation for structure as pwer drawing and Technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stamps and deleterious materials and disposal upto a lead of 50.00 mtr. dressing of sides and bottom, back filling in tranches with excavated suitable materials. (I) In ordinary soil, (i) Upto 3.00 m depth (without dewatering).

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed stone.(I).Nominal mix 1:3:6 P.C.C grade M 10

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

Brick Masonry work in cement mortar in sub-structure Brick masonry work in cement mortar in sub-structure complete excepting pointing and plastering as per drawing and technical specification, clause 602, 603, 604, 1202 & 1204 Brick masonry work in cement mortar 1:3

Providing and laying RCC pipe NP-3 for culverts on 1st class bedding for granular materials in single row including fixing collar with cement morter 1:2 but excluding exavation, protection works, back filling, concrete, masonry wworks and Parapets clause 1106, 600mm dia.

Plastering with cement morter (1:4) 15 mm thick on brick work for substructure as per Technical Specification.

Construction of 3m span Cattle Bridge Excavation for structures E/W in excavation for structure as pwer drawing and Technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stamps and deleterious materials and disposal upto a lead of 50.00 mtr. dressing of sides and bottom, back filling in tranches with excavated suitable materials. (I) In ordinary soil, (i) Upto 3.00 m depth (without dewatering).

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed stone. P.C.C grade M 15

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed stone. P.C.C grade M 20

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed stone. R.C.C grade M 20

Labour for fitting and fixing RSJ beam, Old CI scaffolding and fixing necessary ......contractor at his own costs)

Providing, fitting and fixing mild steel railing complete

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

Construction of Brick Drain 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 leterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I)Oridnary soil (i)Uoto 3.00m depth.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed stone. I. P.C.C grade M 10 (I).Nominal mix 1:3:6 . ( Hand mixing )

(III) P.C.C. grade M-20 Nominal mix 1:2:4 ( Hand mixing ) Drain floor =

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (ii)Brick mesonry in 1:4 cement morter.

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

Supplying, fitting and placing MS Bar (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

Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A. With Crushed Stone lII R.C.C Grade M20 ( i) Forheight up to 5M .

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

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

Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A. With Crushed Stone lII R.C.C Grade M20 ( I) Forheight up to 5M Slab

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

Backfilling behind abutment, wing wall and return wall complete as per drawings &technical specification Clause 1204.3.8 . ( ii ) Sandy material . Inner side of 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.

Sri Achyut Saikia