Widening of road to Town Administration office with provision structural at Sec-2

Providing and laying bituminous macadam using crushed stone aggregates of

specified grading premixed with bituminous binder, transported to site by

tippers, laid over a previously prepared surface with paver finisher equiped with

7 16.55 electronic sensor to the required grade, level and alignment and rolling with

smooth wheeled, vibratory and tandem rollers as per specifications to achieve

the desired compaction and density, complete as per specificatons and

directions of Engineer-in-Charge.

50 to 100 mm average compacted thickness with bitumen of grade VG-30 @

16.55.1 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant Cum 33.75 8505.65 287065.69

of 100120 TPH capacity.

Providing and laying semi- dense Bituminous concrete using crushed stone

aggregates of specified grading, premixed with bituminous binder and filler,

transporting the hot mix to work site by tippers, laying with paver finisher

8 16.56 equiped with electronic sensor to the required grade, level and alignment and

rolling with smooth wheeled, vibratory and tandem rollers to achieve the

desired compaction and density as per specification, complete and as per

directions of Engineer-inCharge.

25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by

16.56.1 weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) Sqm 1125 277.7 312412.50

prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

SL No DSR/MR ITEM DESCRIPTION Unit Qty AMOUNT

Providing and laying at or near ground level factory made kerb stone of M-25

grade cement concrete in position to the required line, level and curvature,

jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making

joints with or without grooves (thickness of joints except at sharp curve shall not

to more than 5mm), including making drainage opening wherever required

complete etc. as per direction of Engineer-in-charge (length of finished kerb

edging shall be measured for payment). (Precast C.C. kerb stone shall be

approved by Engineer-in-charge).

GATE WORKS & CULVERT

Earth work in excavation by mechanical means (Hydraulic excavator) / manual

means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm

10 2.8 on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m,

including getting out the excavated soil and disposal of surplus excavated soil as

directed, within a lead of 50 m.

2.8.1 All kinds of soil Cum 307.8 260.3 80120.34

Filling available excavated earth (excluding rock) in trenches, plinth, sides of

11 2.25 foundations etc. in layers not exceeding 20cm in depth, consolidating each Cum 153.9 196 30164.40

deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Supplying and filling in plinth with sand under floors, including watering,

ramming, consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excluding the

cost of centering and shuttering - All work up to plinth level :

1:2:4 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8

graded stone aggregate 40 mm nominal size derived from natural sources)

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8

graded stone aggregate 40 mm nominal size derived from natural sources)

Providing and laying in position specified grade of reinforced cement concrete,

15 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work

up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3

graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforced cement concrete work in walls (any thickness), including attached

pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,

abutments, posts and struts etc. above plinth level up to floor five level,

excluding cost of centering, shuttering, finishing and reinforcement :

1:1 ½ :3 (1 cement : 1 ½ coarse sand (zone-III) derived from natural sources : 3

graded stone aggregate 20 mm nominal size derived from natural sources).

Centering and shuttering including strutting, propping etc. and removal of form

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 24.54 392.15 9623.36

5.9.3 Suspended floor, roofs, landings, balconoes Sqm 106.74 927.25 98974.67

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 96 961.3 92284.80

Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete upto plinth level./ Steel

reinforcement for R.C.C. work including straightening, cutting, bending, placing

in position and binding all complete above plinth level

SL No DSR/MR ITEM DESCRIPTION Unit Qty AMOUNT

5.22.6/5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 12406.94 107.85 1338088.48

Designing, fabricating, testing, installing and fixing in position Curtain Wall with

Aluminium Composite Panel Cladding, with open grooves for linear as well as

curvilinear portions of the building, for all heights and all levels etc. including:(a)

Structural analysis & design and preparation of shop drawings for pressure

equalisation or rain screen principle as required, proper drainage of water to

make it watertight including checking of all the structural and functional design.

(b) Providing, fabricating and supplying and fixing panels of aluminium

composite panel cladding in pan shape in metalic colour of approved shades

made out of 4mm thick aluminium composite panel material consisting of 3mm

thick FR grade mineral core sandwiched between two Aluminium sheets (each

0.5mm thick). The aluminium composite panel cladding sheet shall be coil

coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin

coating of approved colour and shade on face # 1 and polymer (Service) coating

19 8.32 on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, 99.75 5015.05 500251.24

weather silicone sealant, backer rods etc. (c) The fastening brackets of

Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and

serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and

anchor bolts of approved make in SS 316, Nylon separators to prevent bi-

metallic contacts all complete required to perform as per specification and

drawing The item includes cost of all material & labour component, the cost of

all mock ups at site, cost of all samples of the individual components for testing

in an approved laboratory, field tests on the assembled working curtain wall with

aluminium composite panel cladding, cleaning and protection of the curtain wall

with aluminium composite panel cladding till the handing over of the building for

occupation. Base frame work for ACP cladding is payable under the relevant

aluminium item.s The Contractor shall provide curtain wall with aluminium

composite panel cladding, having all the performance characteristics all

complete, as per the Architectural drawings, as per item description, as

Fabricating and erecting structural steel like joist/ channel/ angle in trusses/

posts/ rafter/ purlins in true to line and level including cutting required length.

drilling holes and welding etc complete as per the direction of the Engr-In-

charge. (Excluding cost of structural steel).

Providing, fixing and installation of 3D Acreylic signage of desired length and

width, letter height 24 inch (max.), RSPL LOGO of any size, complete matter to

be written will be finalized by NBCC/client, proper back support with

Aluminium/MS frame fixed at existing wall, covered with Aluminium Composite

panel (letter to be pasted/fixed over the ACP) at height upto 30 feet, including

proper inside lighting arrangement (lights to be fixed within the letter and

minimum 03 years warranty shall be provided by the vendor against the

luminaries), with necessary screw, accessories, scaffolding, electrical wiring

(inside ACP), switch, plug etc. and making connection from nearby feeder/DB

complete in all respect as per direction and satisfaction of Engineer in charge

Finishing with Epoxy paint (two or more coats) at all locations prepared and

22 13.52 applied as per manufacturer's specifications including appropriate priming coat,

preparation of surface, etc. complete.

13.52.1 on Steel work Sqm 100 241.75 24175

13.52.2 on concrete work Sqm 100 235.15 23515