WestGuwahati-3 (three)

Amount

(1) A.K.Dev Road Labour for removal of land slide soil /mud etc. deposited on the road surface and and side berms by truck carriage within a distance of 5.00 km after dressing ,cleaning the road surface and dumping the silt etc. for dosposal from the road surface including loading and unloading both end with necessary sweeping etc. completed as directed.

Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling , reclaiming excavated meterials to the extent of 30 percent of the required quantity , hauling and stock piling the reclaimed meterials near the cement

Removal of unserviseable soil including excavation , loading and disposel up to 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid seperately clause 303.5.2 as per technical specefication.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.)

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 5% of mix and filler, transporting to hot mix to worksite , laying with a hydraustatic paver finisher with sensor control to required grade level and alignment rolling with smooth whelled vibratory roller to acheive the desired compaction as per MORTH, Cl no 509 complete in all respect. Using stone screening Type-B 11.2 mm for Gr.III

WBM Grading 3:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

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.

Construction of Manhole Top Slab as per drawing and technical specefication

De -silting of Drain as per specification

Providing Cattle Trap as per drowing and Technical Specification

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Rubble Stone Masonry in Cement Mortar

Removal of unserviseable soil including excavation , loading and disposel up to 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid seperately clause 303.5.2 as per technical specefication.

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.In 1:3 cement mortar

'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

GUWAHATI GORBHANGA ROAD Labour for removal of land slide soil /mud etc. deposited on the road surface and and side berms by truck carriage within a distance of 5.00 km after dressing ,cleaning the road surface and dumping the silt etc. for dosposal from the road surface including loading and unloading both end with necessary sweeping etc. completed as directed.

Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling , reclaiming excavated meterials to the extent of 30 percent of the required quantity , hauling and stock piling the reclaimed meterials near the cement

Removal of unserviseable soil including excavation , loading and disposel up to 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid seperately clause 303.5.2 as per technical specefication.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.)

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 5% of mix and filler, transporting to hot mix to worksite , laying with a hydraustatic paver finisher with sensor control to required grade level and alignment rolling with smooth whelled vibratory roller to acheive the desired compaction as per MORTH, Cl no 509 complete in all respect. Using stone screening Type-B 11.2 mm for Gr.III

WBM Grading 3:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

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.

Construction of Manhole Top Slab as per drawing and technical specefication

De -silting of Drain as per specification

Providing Cattle Trap as per drowing and Technical Specification

Repairing of stone masonry wall of drain Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Rubble Stone Masonry in Cement Mortar

Removal of unserviseable soil including excavation , loading and disposel up to 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid seperately clause 303.5.2 as per technical specefication.

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.In 1:3 cement mortar

'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

Milan path Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Rubble Stone Masonry in Cement Mortar

Removal of unserviseable soil including excavation , loading and disposel up to 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid seperately clause 303.5.2 as per technical specefication.

WBM Grading 3:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

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.

Construction of Manhole Top Slab as per drawing and technical specefication

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 7mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cx45cmx60cm below level as per approved drawing and sign.(All the steel work must be Tata /Sail/or any other approved brand .(ii) 60 Cm euilaterial Triangle

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 7mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cx45cmx60cm below level as per approved drawing and sign.(All the steel work must be Tata /Sail/or any other approved brand .(iii) 80cmx 60cm rectangular.

Providing reflective pavement marker with a provision of spike at the bottom with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Qty =2x1/3x182.00 +2 =124 Nos

Exterior paint Finishing wall with 2 coata of acrylic emulsion exterior coating of unicam "Rakshak'' brand of required shade by thining of 1 ltr of paint with 750 ml of water to give an event shade after thourghly brooming the surface to remove all dirt and remains of loose powdered material as directed by the Dept.

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres). 'Prestressed / Reinforced cement concrete grade M-20 & above

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres). Dismantling Stone Masonry

Removal of Unserviceable Soil with Disposal upto 1000 metres (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.)locally for road work.) Ordinary soil, Manual Means (Depth upto 3 m)( With dewatering )

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. PCC Gr.M20

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications b) With TATA make TMT reber

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. C. RCC Grade M20 Case-I: Using Concrete mixer

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

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

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

BISNUPUR MAIN ROAD Labour for removal of land slide soil /mud etc. deposited on the road surface and and side berms by truck carriage within a distance of 5.00 km after dressing ,cleaning the road surface and dumping the silt etc. for dosposal from the road surface including loading and unloading both end with necessary sweeping etc. completed as directed.

WBM Grading 3:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

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.

Construction of Manhole Top Slab as per drawing and technical specefication

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

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

HARAKANTA RABHA PATH Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.50m and lead upto 50m as per technical specification clause 302.3 ( Manual should be use where machines can no be deployed due to site Condition

Labour for removal of land slide soil /mud etc. deposited on the road surface and and side berms by truck carriage within a distance of 5.00 km after dressing ,cleaning the road surface and dumping the silt etc. for dosposal from the road surface including loading and unloading both end with necessary sweeping etc. completed as directed.

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.

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

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the 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 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.

'Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 507 complete in all respects) ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.)

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 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 509 complete in all respects) (including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)

Road Marking with Hot applied thermoplastic t compoundwithreflectorising glass beadon bituminous surface (Providing and laying of hot applied thermoplastic t compound withreflectorising glass beads 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 and consisting of profile marking, zebra line marking and rain line marking or as directed by department. The finished surface to be level, uniform and free from streaks and holes and confirming to the MORT&H’s specification.)Center Line 2x764.00x0.15= 229.20m2

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

ODALBAKRA ROAD AT LAL GANESH Labour for removal of land slide soil /mud etc. deposited on the road surface and and side berms by truck carriage within a distance of 5.00 km after dressing ,cleaning the road surface and dumping the silt etc. for dosposal from the road surface including loading and unloading both end with necessary sweeping etc. completed as directed.

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately A)Bituminous Courses

Cold milling of Bituminous Pavement Surface upto the required depth by mechanical means using milling machine without disturbing the under laying layers to proper line and level, cleaning the surface properly after milling and removing the loose materials, stacking the milled materials for reuse, necessary guarding barricading & lighting, including hire charge of machinery, cost of fuel and labour and other incidental charges all complete and as per direction on Engineer-in-charge .

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

Built-Up-Spray Grout Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm s per Technical Specification Clause 505.

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 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 509 complete in all respects) (including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) , Qty from hayat hospital to lalganesh Police point= 1x480.00x1/5(10.40+10.70+10.40+10.50+10.80)x0.040=202.752m3

Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 60mm as per technical specification clause 1504 complete including carriage..

Plain /Reinforced cement Concrete in well foundation comleted as per drawing and technical specification incuding steel shuttering formwork

Road Marking with Hot applied thermoplastic t compoundwithreflectorising glass beadon bituminous surface (Providing and laying of hot applied thermoplastic t compound withreflectorising glass beads 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 and consisting of profile marking, zebra line marking and rain line marking or as directed by department. The finished surface to be level, uniform and free from streaks and holes and confirming to the MORT&H’s specification.)

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Painting Two Coats on New Concrete Surfaces' Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. (A) Random rubble masonry

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

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

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

'Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) i)By Manual Means B)Cement Concrete Grade M-15 & M-20

'Supplying, fitting and placing TMT(Fe-500D) reinforcement bar (other ISI approved TMTreinforcement bar SAI/BISCON/THERMAX or equivalent) in sub-structure complete as per drawing and technical specifications

Plain/Reinforced cement concrete, in Sub Structure complete as per drawing and technical specification. Using Steel Shuttering.(F RCC Grade - M25 .Using concrete Mixer

Construction of RCC manhole slab over drain cum foot path as per drawing and technical specification

M/S K.K Enterprise

Joy Charan Barman