Construction of Bitumens road widening at nagar nigam Museum Moti Mahal Gwalior under NCAP file No. 212/26X3/6

15.15 Dismantling steel work in single sections including dismembering and stacking within 50 meters lead in: Channels, angles, tees and flats

15.8 Demolishing stone masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50meters lead as per direction of Engineer-in-charge: 15.8.2 In cement mortar masorany wall

Dismantling of existing structures comprising of masonry, Cement Concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, stacking the serviceable material with all lifts and lead up to 1000 meters, as per Section 200 of the specifications. 2.3.1 Concrete 2.3.1.1 By Manual Means Plain Cement Concrete Grade M-15 and M-20

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit and as per relevant clauses of section-200.ii) Girth beyond 600 mm to 900 mm

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit and as per relevant clauses of section-200iv) Girth above 1800 mm

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 mabove ground level and removal of rubbish up to adistance of 50meter out side the periphery of the area cleared.

Roadwork in Soil Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead up to 1000 m as per Section-300 of the masorany wall Road Drain

1.0 Transportation by Mechanical means including loading, unloading and stackingEarth Demolishing stone masonry Dismantling of existing structures Roadwork in Soil Excavation

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 20mm maximum size of stone aggregate masorany wall Drain

7.7 Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1cement : 6coarse sand) masorany wall masorany wall

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

5.1 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 : 5.1.1 Cement concrete grade M- 20 (Nominal Mix) with 20mm maximum size of stone aggregate. Drain Drain Divider

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding up to floor level including cost of binding wire, wastage and over lapsupto12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5 mvertical length of reinforcement in wall columns (over lapssh all be provided as per requirement of IS:13920; IS456&SP: 34) etc. complete. Thermo-Mechanically Treated

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- Drain

6.3 Providing and Laying Cement Concrete Grade M-10 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes.

6.4 Providing and Laying Cement Concrete Grade M-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm).

Crusher Run Macadam Base Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base. By Mix in Place Method For 53 mm maximum size For Road

Wet Mix Macadam Base (WMM) by Plant mix method Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam confirming to provisions of Section 406 of specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base/base course on well-prepared surface and compacting with vibratory roller to achieve the desired density. For Road

Prime Coat Providing and applying Prime Coat with Cationic Bitumen Emulsion (SS1 Garde) on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00 Kg/Sqm using mechanical means as per Section 502 of the specifications. For Road

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) Cum 7732.00 For Road

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 For Road

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% For Road

Road Marking with Hot Applied Thermo plastic 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. For Road

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

Compensatory Afforestation Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 m by grubbing and levelling and ground upto a depth of 150 mm, digging holes 0.9 m dia 1 m deep, mixing farm yard/sludge manure with soil, planting of 25 cm dia stem backfilling the hole and watering.

10.14.1 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.14.1.2In gratings, frames, guard bar, ladder, railings, brackets, gates and similar

13.46.3Painting Steel workwith Deluxe Multi Surface Paint to give aneven shade.Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture Sqm 68.00

15.20 Extra for marking of structural steel work required to be re-erected. Kg. 1.00

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 upto 50m. Disposed earth to be levelled and neatly dressed. All kinds of soil columns

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-7.5 (Nominal Mix) with 40 mm maximum size of stone aggregate columns

2.16 Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. Mild steel and Medium Tensile steel bars.

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Foundations, footings, bases of columns, etc. For mass concrete. Columns

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Columns, Pillars, Piers, Abutments, Posts and Struts.

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 20 mm maximum size of stone aggregate. columns TP Section columns beam

Brick work with well burnt chimney bricks in bulls patent trench kiln ,crushing strength not less than 25kg /sqcm and water absorption not more than 20% in foundation and plinth Cement mortar 1:6 (1 cement : 6

12 mm cement plaster of mix : 1:6 (1 cement: 6 sand) boundary wall boundary wall boundary wall

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete

Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work

Estimate Amont of Pole shifting Museum Road

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