Dispur-11

Amount

Guwahati College Road to Nepali Chowk Road Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

Cleaning & desilting of road side drain/cross drain by mechanical means with adequate road safety measures by providing caution board/safety ribbons/ proper lighting if necessary etc.without damaging the footpath/slab/road surface including immediate disposal of the semi solid silt/garbags etc.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Construction of granular sub-base by providing well graded 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 clause 401 (ii) for grading II material

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with smooth wheeled vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to required density, grading -3 as per Technical specification clause 405

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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

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

Cold milling of Bituminous pavement Surface up to the required depth by mechanical means using milling machine without disturbing the under laying layers to proper line and level.

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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503

Bituminous Concrete :-Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, BC Milling

Construction of Stone Masonry Guard wall (R/S & L/S in some mising streches) 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 backfillingin trenches with excavated suitablematerial.Ordinary soil,Upto 3 m depth

Removal of unsuitable soil including excavation, loading and disposalupto 1000m lead but excluding compaction ground supporting embankment subgradereplacement by suitable soil, which shall be paid separately as per Clause303.5.2 as per Technical Specification Clause 302.3.11

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

Loading and Unloading by Manual Means B)'Stone aggregates

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specifications.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Stone Masonry Approach RCC Slab Culvert with Cattle Trap 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 backfillingin trenches with excavated suitablematerial.Ordinary soil,Upto 3 m depth

Removal of unsuitable soil including excavation, loading and disposalupto 1000m lead but excluding compaction ground supporting embankment subgradereplacement by suitable soil, which shall be paid separately as per Clause303.5.2 as per Technical Specification Clause 302.3.11

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

Loading and Unloading by Manual Means B)'Stone aggregates

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specifications.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

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 specificationClauses 1002, 1005, 1010 & 1202

Plain/ reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork E) RCC .Gr. M20. , a) height upto 5.00m, case-I Using Concrete Mixer

Providing, fitting and fixing of MS channels and RS joist over footpath, drain as drain cover and approach slab including welded the channel and placed over the RS joist including all labour and transportation etc. as per drawing and tech. specification.

Tubular Steel Railing on Precast RCC posts, 1.2 m high above Ground Level Providing, fencing and ere cting 50 mm dia painted steel pipe railing in 3 rows on precast M-20 grade RCC vertical posts 175 mm x 175 mm x 1.8 m high (1.2 m above Gl) with 3 holes 50 mm dia for pipe, fixed 2 m centre-to- centre complete as per approved drawings Clause 1706

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (coping Beam over guard Wall)

Lichubagan Main road Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706

(Dismantling of pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable material separately.

Removel of unserviceable soil with disposal upto 1000 metres lead but excluding replacement by suitable soil….

Providing and laying of interlocking concrete block pavement (ICBP) conforming to IS:15658-2008 including all lead and lift complete as per technical specification and as directed. (a) 80 mm thick interlocking precast block having compressive strength 40N/ sq.mm.

Sankarnagar Byelane No-1 at Noonmati 'Granular Sub-base with Well Graded Material By Mix in Place Method Construction of granular sub-base by providing well graded 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

WATER BOUND MACADAM' Providing, laying, spreading and compacting stoneaggregate of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheels steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screemning/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density(with an initial lead of 5 km) (i) Hand broken metal from blasted boulder Gr.III Metal

Interlocking pavement block 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 Including Edge block/ Edge restraints

Construction RCC Load Bearing Drain (1M X 1M) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materials. (I) Ordinary Soil (A) Manual Means (Depth upto 3 m) (Without de-watering)

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

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 .'PCC Grade M15

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification steel shuttering formwork. (E)R.C.C. Grade M20 (a) Height upto 5m Using concrete Mixer

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, .complete as per drawing and technical specifications.

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. (B) Sandy materials

Kakura Nagar Bye lane-1 Item No.1/Analysis/ Removel of unserviceable soil with disposal upto 1000 metres lead but excluding replacement by suitable soil….

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401

Providing laying spreading and compacting stone aggregates of specific sixes to water bound macadam specificationand compacting to the required density etc. as per Technical Specification clause 405.By manual means . iii) Grading - III materials

Providing and laying of interlocking concrete block pavement (ICBP) conforming to IS:15658-2008 including all lead and lift complete as per technical specification and as directed. (a) 80 mm thick interlocking precast block having compressive strength 40N/ sq.mm.

/Const. of RCC drain Earthwork in excavation for foundation of structuires…, Ordinary soil (i) Above 3.00m depth

Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.

Dry rubble flooring, Providing & laying of dry rubble flooring complete as per drawings and technical specifications cl. 1304.

Providing concrete for plain / reinforced concete in open foundations complete as per drawin & Technical specification. PCC grade M10, Nominal mix 1:3:6

case-I/ Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork etc. RCC grade M20

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 (Qty. as per statement)

Providing weep holes in Brick masonry Plain/Reinforced concrete abutment, wing wall / return wall with 100 mm AC pipe,extending through the full width of the structure...

Item No.6/Const. of Stone masonry guard wall 1/17.4.A(i) Earthwork in excavation for foundation of structuires…, Ordinary soil (i) Above 3.00m depth

2/Analysis / Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.

3/14.8 / Dry rubble flooring, Providing & laying of dry rubble flooring complete as per drawings and technical specifications cl. 1304.

4/11.4/A(I)/ Providing concrete for plain / reinforced concete in open foundations complete as per drawin & Technical specification. PCC grade M10, Nominal mix 1:3:6

5/12.4(III)/ Stone masonry in cement mortar 1:3 for as per drawing and technical specifications Clauses 700 and 1208.4

6/13.8/ Providing weep holes in Brick masonry/ each 199.00 Plain/Reinforced concrete abutment, wing wall /return wall with 100 mm dia AC pipe,extending through the

7/12.3 /Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Gaonbura path, Pather Quarry Removel of unserviceable soil with disposal upto 1000 metres lead but excluding replacement by suitable soil….

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet require-ment of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401

Providing laying spreading and compacting stone aggregates of specific sixes to water bound macadam specificationand compacting to the required density etc. as per Technical Specification clause 405.By manual means . iii) Grading - III materials

Providing and laying of interlocking concrete block pavement (ICBP) conforming to IS:15658-2008 including all lead and lift complete as per technical specification and as directed. (a) 80 mm thick interlocking precast block having compressive strength 40N/ sq.mm.

Const. of road side Guard wall …… 1/17.4.A(i) Earthwork in excavation for foundation of structuires…, Ordinary soil (i) Above 3.00m depth

Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.

Dry rubble flooring, Providing & laying of dry rubble flooring complete as per drawings and technical specifications cl. 1304.

Providing concrete for plain / reinforced concete in open foundations complete as per drawin & Technical specification. PCC grade M10, Nominal mix 1:3:6

Stone masonry in cement mortar 1:3 for as per drawing and technical specifications Clauses 700 and 1208.4

Providing weep holes in Brick masonry/ each 199.00 Plain/Reinforced concrete abutment, wing wall /return wall with 100 mm dia AC pipe,extending through the

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Supplying, fitting placing HYSD bar reinforce-ment in Substructure complete as per drawing & technical specifications cl. 1002, 1010 and 1202 (Qty. as per statement)

Case-I /Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork etc. RCC grade M20. Cover Slab

Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment, wing wall /return wall with 100 mm dia AC pipe,extending through thefull width of the structure...

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