Construction of B.T Road And drain Work From Jinsi No. 01 Bridge To shaan o Shoukat Via The Chappar Wala Bridge Zone 13 Ward no 57. File No.06/26X3/5.

2.5 Dismantling of Cement Concrete Pavement Dismantling of Cement Concrete pavement by mechanical means including breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead up to 1000 meters, stacking serviceable and unserviceable materials separately as per Section-200 of the specifications.

2.6 Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead up to 50m.Disposed earth to be levelled and neatly dressed. 2.6.1 All kinds of soil Cum 151.0

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate

19.1 Centering and shuttering including strutting, propping stretching etc. complete for and removal of formworkbysheet plateor plywood shuttering for : 19.1.1 Foundations, footings, bases of columns, etc. For mass concrete. Sqm 160.00

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: Cement concrete grade M-20 (Nominal Mix) with 20mm maximum size of stone aggregate.

Providing & fixing of precast reinforced cement concrete manhole cover and frame including cost of transporting at site and all material etc. complete 17.23.8 450x900 mm dia. Extra heavy duty

6.17 Brickworkwith flyashlimebricks(FALGBricks)conformingtoIS:12894 2002, class designation 75Kg/CM2 (average compressive strength) in superstructureaboveplinth level up to floor 2 level including thecost of scaffolding : 6.17.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 4992.00

13.5 15mmcementplasteronroughsideofsingleorhalfbrickwall finished with a floating coat of neat cement of mix : 13.5.1 1:3 (1 cement: 3 sand) Sqm 206.00

22.6 Providingand layingnon-pressureNP2class (light duty)R.C.C.pipeswithcollarsjointedwithstiffmixtureofcementmortarintheproportionof1:2(1cement:2finesand) includingtestingof jointsetc. complete :22.6.3 250 mm dia. R.C.C. Pipe

5.2 Providing and applying Tack Coat with cationic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per Section 503 of the specifications. 5.2.1 @ 0.25 Kg per Sqm (normal bituminous surfaces) Sqm 13.00

5.11 Providing and laying Dense Bituminous Macadam with hot mix plant batch using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects and as per Section 505 of the specifications. (As specified, Lime or cement will be used as filler)5.11.2 For Grading II (50-75mm thickness) bitumen content 4.5% (VG-30)

5.12 Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects and as per Section 507 of the specifications. 5.12.4 For Grading II (30-45 mm thickness) with VG-30 bitumen @ 5.4%

8.18 Road Marking with Hot Applied Thermoplastic Compound with Retro-Reflectorizing Glass Beads Providing and applying 2.5 mm including reflectorising glass beds @ 250 gm per Sqm area thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermo plastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and as per Section 803 of specifications.

8.19 Road Markers/ Road Studs with Lense Reflector:Providing and fixing of Category-A Bi-directional Twin-Moulded Shank Raised Pavement Markers/ Road Stud made of Plastic body moulded from ASA (Acrylic styrene Cryometries) or HIP (High impact polystyrene) or ABS material. Lens shall be of plastic material. The marker shall have compressive strength of 13635 kg tested accordance with ASTM D4280 and shall have Flexural Strength of 909 kgf. Reflective panels shall consist of number of lenses containing Single or dual prismatic cubes capable of providing total internal reflection of light entering the lens face. The Slope or the retro-reflecting surface shall be 35 +/- 5 degree to the base and area of Each retro reflecting surface shall not be less than 13 sqcm. When impacted in accordance with 9.4.1 of ASTM D4280, the face of the lens shall show no more than two radial cracks longer than 6.4 mm (0.25 in.). There shall be no radial cracks extending to the edge of the abrasion resistant area. There shall be no delamination. Height of the marker shall not exceed 20 mm and its width shall not exceed 130 mm. Moulded shank RPM shall have the shank strength of 600 kgf. Head of the stud shall be Smooth and shall not present any sharp edges to traffic. RPM shall be of Category A with optical performance (Coefficient of Luminous Intensity- CIL) shall not be less than that given in Table 800-13 of the specifications for Bi-directional stud. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin-based adhesive. The bidder shall submit a prequalification warranty for Two years. Test certificate from an as per ASTM D 4280, Coefficient of Luminance Intensity-CIL as per table 800-13 of the specifications. Material, Marker Height, Colour, Slope of Reflecting Surface (Lens), Lens Impact strength, Resistance to temperature cycling, and Longitudinal Flexural Strength to be submitted. each 315.00

8.3 Precast Kerb Providing and laying at or near ground level Pre-cast kerb stone of M-25 grade in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) thickness of joints except at sharp curve shall not to more than 5 mm) including making drainage opening wherever required complete as per direction of Engineer-in-Charge. Cum 6085.00

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