Construction i/c Metalling and Blacktopping of a road from MRL12-UJ Road to Lymphuid (16.125 Km) (MG/04/III/03/08) Upgradation

Amount

Granular Sub-Base with Well Graded material (Table 400.1)

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 mixi in place method. (ii) For Grading II Material. (ii) for Grading II material

Cement Treated Soil Sub-Base/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 CIVIC to achieve the desired unconfined compressive strength and to form a layer of subbase/base as per Technical Specification Clause 404 For 4 per cent quantity of cement by weight of soil

Prime coat

(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

Tack coat

(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 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.

TRAFFIC SIGN AND ROAD FURNITURE

Kilometre Stone 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 5th Kilometer Stone

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) 600mm equilateral triangle

(iii) 600mm circular

Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory signboard with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flatiron 25mmx5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm. The angle iron frame of the lower most plate and flatiron frame of middle plate will be welded to 2nos.75mmx75mmof12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mmx450mm x600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mmof12SWG steel plate tube. All M.S. will be stove name led on both sides. Lettering and printing arrows, border etc. Will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed post sand steel tube will be painted with primer and two coats of 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

Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on GI pipe 50 mm dia. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

UNLINED 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.

Protection Work (Retaining 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. 1. PCC grade M10 (ii) Nominal mix 1:3.6 (Hand mixing)

(iii) Stone masonry in cement mortar 1:5

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

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

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

M/S M.P. AGARWAL PVT LTD (BID ID -607989)