Infrastructure Development of Arunachal Pradesh University, Pasighat (Sh - Internal Road)

Amount

Internal Road

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Manual Means:- A) In area of light jungle

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 requirements of lines, grades and cross sections.)

Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)

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

Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. )

Providing and laying cement concrete 1: 3 : 6 (1 cement: 3 coarse sand : 6 graded Stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth

Drain

Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.

Providing and laying cement concrete 1: 3 : 6 (1 cement: 3 coarse sand : 6 graded Stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth

Providing and laying cement concrete 1: 2 : 4 (1 cement : 2 coarse sand : 4 graded Stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in a) Foundations and plinth

Centring and shuttering including strutting, propping etc and removal of form work for : b. Walls including attached buttresses, pilasters etc.

12mm cement plaster 1: 5 (1 cement: 5 fine sand).

Neat cement punning.

Culvert - I

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.) Ordinary soil, Manual Means (Depth upto 3 m)

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. PCC Grade M20, Height upto 5m

Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20. Using Concrete Mixer, Height upto 5m

SUPER-STRUCTURE: Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specfication. A. Square Rubble Coursed rubble masonry( first sort )

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

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

Culvert - II

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.) Ordinary soil, Manual Means (Depth upto 3 m)

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. PCC Grade M20, Height upto 5m

Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20. Using Concrete Mixer, Height upto 5m

SUPER-STRUCTURE: Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specfication. A) Square Rubble Coursed rubble masonry( first sort )

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

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

Box Culvert-I

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.) Ordinary soil,

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. A. RCC Grade M20, Using Concrete Mixer, Height upto 5m

Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure a s per drawing and Technical Specification. RCC Grade M20, Using Concrete Mixer, Height upto 5m

Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification

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

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

Box Culvert-II

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.) Ordinary soil,

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. A. RCC Grade M20, Using Concrete Mixer, Height upto 5m

Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure a s per drawing and Technical Specification. RCC Grade M20, Using Concrete Mixer, Height upto 5m

Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification

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

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

Box Culvert-III

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.) Ordinary soil,

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. A. RCC Grade M20, Using Concrete Mixer, Height upto 5m

Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure a s per drawing and Technical Specification. RCC Grade M20, Using Concrete Mixer, Height upto 5m

Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification

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

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

RMM Wall

Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth. sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.

Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth

Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 12 stone aggregate 20 mm nominal size) at plinth level.

Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand). b) Ruled pointing

Providing weep hole

Footpath

Providing and laying cement concrete 1: 3 : 6 (1 cement: 3 coarse sand : 6 graded Stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth

20mm cement plaster 1: 5 (1 cement : 5 fine sand).

Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of Engineerin-Charge. 60mm thick C.C. paver block of M-35 grade with approved colour, design & pattern

M/S Sedi Allied Agency (BID ID -6309)