Construction i/c Metalling and Blacktopping of a road from MRL25-Siejiong to Ryngksaw (3.00 Km) (MG/02/III/04/03) Upgradation

Amount

Pavement

Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means

Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.

Excavationfor roadway in hard rock (Blasting Prohibited) with rock breaker including breaking rock, loading in tipper and tippers and disposal with a lift……..302.3.5

Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1……etc.

Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE. (A) By mixing in place method. (ii) For Grading II Material

CEMENT TREATED BASE Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404.

(i) 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

(i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509(I) Bitumen (S-90) Type A

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 requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1.

Drain

(i) Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.

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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (i). Ordinary soil

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

Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203. 1. PCC grade M10 (ii) Nominal mix 1:3.6 (Hand mixing)

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Cross Drainage HPC

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Bedding for Pipe (i) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) (i) Nominal mix (1:2.5:5)

Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.

Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109. (A) In 1:4 cement mortar

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row

Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 m

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Protection Wall

Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 (i) Earthwork in excavation for structures (Rate as per item No.11.1 of Chapter 11)

Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.

(iii) Stone masonry in cement mortar 1:5 (Rate as per item No. 12.4 (III) (iii) of Chapter 12)

(vi) Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 m Rate as per item No. 12.11 of Chapter 12

Plastering with cement mortar (1:4), 15 mm thick in drain as per technical specification Clauses

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal rail, 70 cm above road/ground level, fixed on …….. MORTH Specification

Cross Drainage SLAB CULVERT

Earthwork for excavation of foundation of structures upto 3 m deoth as per drawing and Technical Specification Clause 1104 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. By Manual Means : II. Ordinary rock (not requiring blasting)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) I. P.C.C grade M 10 (ii) Nominal Mix 1:3:6 (Hand mixing)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) (Hand mixing)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 II. P.C.C grade M 20 (1 : 2 : 4 Nominal mix)

Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Superstructure complete as per drawing and Technical Specification Clauses 1002, 1010 and 1202.

Providing and laying reinforced cement concrete in superstructure as per drawing and Technical Specification Clauses 800,1205.4 and 1205.5.(1500, 1700 & 2100 MORT&H Specifications) I. R.C.C Grade M 20 (i) Nominal Mix 1 : 2 : 4 (Hand Mix) Abutment cap and dirt wall Main Slab,Kerbs

Filter material behind retaining wall/breast wall as per Technical Specification Clause 1204.3.8 in a width of 600 mm

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and Technical specification Clauses 800 and 1206.3.

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm etc.

Miscellneous

Providing and fixing 'Logo' of PMGSY: Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. epoxy paint as per drawing Clause 1701 and Annexure 1700.1 (i) Citizen Informatory Board of PMGSY

(ii) Main Informatory Board

(iii) Providing & fixing Logo of PMGSY

(iv) Maintenance board of PMGSY

Kilometre Stone:

Reinforced cement concrete M15 grade kilometre stone/ local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone (Precast)

iii) 200 m stone (precast)

Traffic Signs

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm belowg round level as per drawings and Technical Specification Clause 801 (ii)600 mm equilateral triangle

iii)600 mm circular

Good and Service Tax (18%)

Five Years Maintenance

Maintenance for 1st Year

Maintenance for 2nd Year

Maintenance for 3rd Year

Maintenance for 4th Year

Maintenance for 5th Year

MEGH INFRASTRUCTURE (BID ID -601612)

Lovingwell Kharpran (BID ID -601679)