C/o Road from Daporijo- Nacho BRO to ADC HQ. at Kodukha in Upper Subansiri Dist in Arunachal Pradesh (10.00 Km )

Amount

SH:-Widdening(10.00Km) Excavationin Hill Area in Soil by Mechanical Means (Excavationinsoil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres

Exacavation in Hilly Area in Ordinary Rock by Mechanical means not Requiring Blasting. (Excavation hilly area in ordinary rock not requiring ballasting by meachanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres

SH:-PREPARATION OF SUB - GRADE(10.00Km) 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.)

SH:-GSB(10.00Km) Granular Sub-Base with Coarse Graded Materials (Table-2) (Construction of granular sub-base by providing coarse graded materials spreading in iniform layers with motor graded on prepared surface, mixing by in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) 1. For Grading-I Materials

SH:-CONCRETE WORK(7.00Km) Dry Lean Cement Concrete Sub- base (Constructionof 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 blendingto 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, finishingand curing.)

Cement Concrete Pavement (Construction of un-reinforced,dowel joint,plain cement concrete pavement over a prepared sub base with 43 grade cement @400kg per cum,coarse and fine aggregate conforming to IS 383,maximum size of coarse aggregate not execeeding 25mm,mixed in a batching and mixing plant as per approved mixed design,transported to site ,laid with a fixed form or sliped form paver, spread ,compacted and finished in a continuose operation including provision of contraction ,expansion,construction and longitudinal joints,joint filler,separation membrane,sealant primer,joint sealant,debonding strip,dowel bar,tie rod,admixture as approved,curing compound,finishing to lines and grade as per drawing)

SH:-Slab Culvert 1.5 mtr span (11.00Nos) 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. 1. Ordinary soil A. Manual means (i). 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.)

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

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20 Using concrete mixer. For solid slabe super - structure,20-30% of (a+b+c) Height upto 5 m

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 s

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A). Grunular matrials

SH:-Slab Culvert 2 mtr span (15.00Nos.) 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. (i). 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.)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M20

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

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20

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 specification.

SH:-PUCCA DRAIN (Cost for 4705.00 mtr) 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, backfilling the exacation earth to the extent required and utilising the remaining earth locally for road work). I. Ordinary soil. A. Manual means. (i). Upto 3 m depth.

Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.

Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring an shuttering in: (a). Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.

Centring and shuttering including strutting, propping etc and removal of form work for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

15mm cement plater 1:6 (1 cement : 6 fine sand)

SH:- RETAINING WALL (L=100.00m) 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. (i). 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.)

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification. (b). Random rubble masonry.

Dry rubble Flooring

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A). Grunular matrials

SH:-BREAST WALL(l=100.00m) 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.). A. Manual means. (i). 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.)

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification. (b). Random rubble masonry.

Dry rubble Flooring

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

M/s.K.K Enterprises