Improvement of Kora CO HQ to EAC HQ Koyu road in Lower Siang District (20.00 Km).

Amount

Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections.)

Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres.), trimming bottom and side slopes in accordance with the requirments of lines, grades and cross sections.)

SH:- Pavement

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.)

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (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 method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)(i) for grading- I Material

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)

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 MoRTH specification clause No. 507 complete in all respects.) (ii) Grading -II

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.

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 MORTH specification clause No. 509 complete in all respects) (II) for Grading-II (10 mm nominal size)

Carriage of Bitumen

Loading and Unloading of Bitumen by Manual Means and stacking.

Cost of Haulage Excluding Loading and Unloading (i) Surfaced Road - from IOC Guwahati to Pasighat 625 km and Pasighat to Site of work 60 km

Carriage of Stone aggregate

Loading and unloading of stone boulder / stone aggregates/sand/kanker/moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)

Cost of Haulage Excluding Loading and Unloading (ii) Unsurfaced Gravelled Road - from quarry to site of work lead (40 km)

SH : Composite Bridge -25.00 mtr. Span at Doge River

SUB-STRUCTURE

Excavation for Structures (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 material.) I Ordinary soil A Manual Means

(iii) Above 6 m depth (without de-watering)

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.)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications F-RCC Grade M25, Height 5m to 10m,Using concrete Mixer

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications G-RCC Grade M30, Height 5m to 10m,Using concrete Mixer

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

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 specifications

Supplying, fitting, and fixing in postion true to line and level POT PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confine within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH specifications complete as per drawing and approved technical specifications.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A. Granular material

Carriage of Cement & Steel

Loading and Unloading of Cement & Steel by Manual Means and stacking.

Cost of Haulage Excluding Loading and Unloading (i) Surfaced Road - pasighat to Site of Work 60 km

Carriage of Stone aggregate

Loading and unloading of stone boulder /stone aggregates/sand/kanker/moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)

Cost of Haulage Excluding Loading and Unloading (ii) Unsurfaced Gravelled Road - from quarry to site of work 40 km lead

SUPER-STRUCTURE

Supply and fabrication of steel work at Fabricators workshop comprising of Main Girders, Cross Girders, Connecting plates, stringers, stiffening plates etc. from steel plates and structural steel of specified grades as per approved drawing including straightening, descaling, degreasing, cutting to size and shape, drilling, welding and grinding, supply of all MS / HTS shop or site bolts, nuts & washers, holding down bolts and nuts etc., trial assembling at workshop, one priming coat of shop paint with red lead paint conforming to IS-102 with all labour, material, cost of paints, consumables, stacking in protected condition etc complete as per specification and as directed by the Engineer in charge (Carriage cost from fabricator workshop to actual bridge site will be paid separately). COMPOSITE BRIDGE Case Upto 40m single span or in Multiples

Taking delivery of fabricated steelwork from stacks at site as necessary, assembling and erection of fabricated steel structure to proper line , level and camber as per approved drawings complete in all respect including transportation and handling supply of all fasterners. Painting of all exposed surfaces of steelwork after erection with one coat of red lead confirming to IS-102 and two coats Alumunimium paint to IS-2339, grouting of anchor bolts in position,including all labour, consumables, materials, machinery, tools and tackles complete as per specification and as directed by the Engineer-in-chargge A COMPOSITE BRIDGE Case (i) Upto 40m single span or in Multiples

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. C- RCC Grade M 30 Case I Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) (p) Height upto 5m

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade E- PSC Grade M-40 Case 1 Using concrete mixer. (i) For solid slab super-structure, 20-30% of (a+b+c) (p) Height upto 5m

a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Drainage Spouts complete as per drawing and Technical specification

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

M30 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 itre for 2 Sq.m. )

Strip seal expansion joint ( Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/ supplier or their authorised representiative ensuring compliance to the manufacturer's instructions for installation)

Carriage of Cement & Steel

Loading and Unloading of Cement & Steel by Manual Means and stacking.

Cost of Haulage Excluding Loading and Unloading (i) Surfaced Road - pasighat to Site of Work 60 km

Carriage of Stone aggregate

Loading and unloading of stone boulder /stone aggregates/sand/kanker/moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)

Cost of Haulage Excluding Loading and Unloading (ii) Unsurfaced Gravelled Road - from quarry to site of work 40 km lead

SH: R/Wall-5.00 mtr Ht.

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 material (without de-watering)

Ordinary soil

Manual Means

upto 3 m depth

Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification

A RCC Grade M20 Case I Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) (p) Height upto 5m

Centring and shuttering including strutting proping etc. and removal of form work for:

a) Foundation and plinth

b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc.up to floor two level.

c) Column, pillar and piers

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications a) Mild steel bars.

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 specifications

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Carriage of Cement & Steel

Loading and Unloading of Cement & Steel by Manual Means and stacking.

Cost of Haulage Excluding Loading and Unloading (i) Surfaced Road - pasighat to Site of Work 60 km

Carriage of Stone aggregate

Loading and unloading of stone boulder /stone,aggregates/sand/kanker/moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)

Cost of Haulage Excluding Loading and Unloading (ii) Unsurfaced Gravelled Road - from quarry to site of work 40 km lead

SH:- Box Culvert - 1.50 x 1.50 m

Excavation for Structures (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 material.) (i) Ordinary soil (B) Mechanical Means - Upto 3 m depth

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.)

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (B) RCC Grade M20 Case I Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c)

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

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 specifications

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular material

Carriage of Cement & Steel

Loading and Unloading of Cement & Steel by Manual Means and stacking.

Cost of Haulage Excluding Loading and Unloading (i) Surfaced Road - pasighat to Site of Work 60 km

Carriage of Stone aggregate/Sand etc

Loading and unloading of stone boulder / stone aggregates/sand/kanker/moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)

Cost of Haulage Excluding Loading and Unloading (ii) Unsurfaced Gravelled Road - from quarry to site of work 60 km lead

SH:- CC drain- 0.60 x 0.60 m

Excavation for Structures (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 (i) Ordinary soil (A) Manual Means - Upto 3 m depth

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.

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A) PCC Grade M15

Carriage of Cement & Steel

Loading and Unloading of Cement & Steel by Manual Means and stacking.

Cost of Haulage Excluding Loading and Unloading (i) Surfaced Road - pasighat to Site of Work 60 km

Carriage of Stone aggregate

Loading and unloading of stone boulder /stone,aggregates/sand/kanker/moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)

Cost of Haulage Excluding Loading and Unloading (ii) Unsurfaced Gravelled Road - from quarry to site of work 40 km lead

SH: R/Wall-4.00 mtr Ht.

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 material (without de-watering)

Ordinary soil

Manual Means

upto 3 m depth

Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification

A RCC Grade M20 Case I Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) (p) Height upto 5m

Centring and shuttering including strutting proping etc. and removal of form work for:

a) Foundation and plinth

b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc.up to floor two level.

c) Column, pillar and piers

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

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 specifications

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Carriage of Cement & Steel

Loading and Unloading of Cement & Steel by Manual Means and stacking.

Cost of Haulage Excluding Loading and Unloading (i) Surfaced Road - pasighat to Site of Work 60 km

Carriage of Stone aggregate

Loading and unloading of stone boulder /stone aggregates/sand/kanker/moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)

Cost of Haulage Excluding Loading and Unloading (ii) Unsurfaced Gravelled Road - from quarry to site of work 40 km lead

M/S Sedi Allied Agency