(1)Construction of PWI Depot under the jurisdiction of DEN/North/Adra(2) Construction of Gang tool room under DEN/North/Adra.

A-Execution of all works under CPWD DSR 2023-Ver-1 43072186.76 Below/P

B-Execution of special items of work 1259397.90 Below/P

C-Execution of all works under USSOR 2021- 3 Ver-1 65216.94 Below/P

D-Execution of NS item of work covered under CPWD DSR 2023-Ver-1 340890.00 Below/P

Item Breakup - A-Execution of all works under CPWD DSR 2023-Ver-1

of 88 mm, weighing not less than 170 gms 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 18.7 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. ( Internal work - Exposed on wall ) 53 18.7.1 15 mm nominal dia Pipes Metre 120 286.8 34416 54 18.7.2 20 mm nominal dia Pipes Metre 60 335 20100 55 18.7.4 32 mm nominal dia Pipes Metre 100 518.75 51875 18.15S BRASS FITTINGS Providing and fixing C.P. brass shower rose 18.22 with 15 or 20 mm inlet 56 18.22.1 100 mm diameter Each 12 193.95 2327.4 ADRA DIVISION-ENGG/SOUTH EASTERN RLY C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all floor Per 4000 11 44000 levels) polyethylene water storage tank, IS : Litre 12701 marked, with cover and suitable 57 locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass bib cock of 18.49 approved quality conforming to IS:8931 : 58 18.49.1 15 mm nominal bore Each 8 506.8 4054.4 18.54S PTMT FITTINGS Providing and fixing PTMT stop cock of 18.55 approved quality and colour. 18.55.3 Concealed stop cock, 15 mm nominal bore, Each 16 218.1 3489.6

gms Providing and fixing PTMT pillar cock of 18.56 approved quality and colour. 18.56.1 15 mm nominal bore, 107 mm long, Each 16 208.45 3335.2 60 weighing not less than 110 gms Providing and fixing PTMT grating of 18.58 approved quality and colour. 18.58.2 Rectangular type with openable circular lid 18.58.2.1 150 mm nominal size square 100 mm Each 16 196.95 3151.2 61 diameter of the inner hinged round grating 18.59S AIR VALVE & WATER METER (BULK TYPE) 18.63 Providing and fixing PTMT angle stop cock Each 16 156.9 2510.4

85 gms 18.65 Providing and fixing PTMT soap Dish Holder Each 8 111.45 891.6 having length of 138mm, breadth 102mm, 63 height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture 19.1 of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 64 19.1.1 100 mm diameter Metre 40 443.6 17744 65 19.1.2 150 mm diameter Metre 40 695.8 27832 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. 19.4 cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 19.4.1 100x100 mm size P type 19.4.1.1 With common burnt clay F.P.S. (non Each 4 2707.65 10830.6 66 modular) bricks of class designation 7.5 ADRA DIVISION-ENGG/SOUTH EASTERN RLY Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), 19.7 inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total 19.7.1 weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 19.7.1.1 With common burnt clay F.P.S. (non Each 20 12770.55 255411 67 modular) bricks of class designation 7.5 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb 19.32 shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.32.1 With common burnt clay F.P.S. (non Each 4 26861.9 107447.6 68 modular) bricks of class designation 7.5 21.0 ALUMINIUM WORK 21.1S General Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene 21.3 gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.1 With float glass panes of 4.0 mm thickness Sqm 60 1176.8 70608 69 (weight not less than 10kg/sqm) 26.0 NEW TECHNOLOGIES AND MATERIALS 26.41S NEW TECHNOLOGY ITEMS 26.72 Providing and laying 60mm thick factory Sqm 68 829.75 56423 made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making 70 machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 26.73S PREFAB/PRECAST TECHNOLOGY ADRA DIVISION-ENGG/SOUTH EASTERN RLY Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum 26.86 frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). 71 26.86.5 Frame size 65 x 100 mm Metre 192 1111.3 213369.6 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58- 60 (Suspension Grade), calcium carbonate a n d natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) 26.87 & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. 72 26.87.1 30 mm thick Sqm 80 4346.7 347736 Total 15893175.76 Item- 3 Construction of Boundary Wall for Gang tool room vide estt. no. 25-ADA-26 S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 2.6 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 180 177.5 31950 2.27 Supplying and filling in plinth with sand cum 12 2123.75 25485 2 under floors, including watering, ramming, consolidating and dressing complete. 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) ADRA DIVISION-ENGG/SOUTH EASTERN RLY Providing and laying in position cement concrete of specified grade excluding the 4.1 cost of centering and shuttering - All work up to plinth level : 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 16 7178.75 114860 derived from natural sources : 6 graded 3 stone aggregate 40 mm nominal size derived from natural sources) Centering and shuttering including strutting, 4.3 propping etc. and removal of form work for : 4 4.3.1 Foundations, footings, bases for columns Sqm 48 392.15 18823.2 5.0 REINFORCEMENT CEMENT CONCRETE 5.9S FORM WORK Centering and shuttering including strutting, 5.9 propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, Sqm 152 392.15 59606.8 5 etc. for mass concrete 5.9.5 Lintels, beams, plinth beams, girders, Sqm 240 736.4 176736 6 bressummers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 120 961.3 115356 7 and Struts 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Kg 5200 107.85 560820 8 Fe-500D or more. Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22A placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Kg 2000 107.85 215700 9 Fe-500D or more. 5.33S DESIGN MIX CONCRETE Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag c e m e n t , admixtures in recommended proportions as per IS: 9103 to accelerate / 5.33 retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cum 52 9504.75 494247 10 cement content of 330 kg /cum All works above plinth level upto floor V 5.33.2 level 5.33.2.1 Concrete of M25 grade with minimum cum 20 9860.4 197208 11 cement content of 330 kg /cum 6.0 MASONRY WORK 6.1S General Brick work with common burnt clay F.P.S. 6.1 (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse cum 20 7132.25 142645 12 sand) ADRA DIVISION-ENGG/SOUTH EASTERN RLY Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 6.4 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse cum 132 9105.95 1201985.4 13 sand) 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 15 mm cement plaster on the rough side of 13.2 single or half brick wall of mix : 14 13.2.2 1:6 (1 cement: 6 fine sand) Sqm 1340 383 513220 13.16S 6 mm CEMENT PLASTER 15 13.18 Neat cement punning. Sqm 240 79.95 19188 13.44S EXTERIOR FINISHING Finishing walls with water proofing cement 13.44 paint of required shade : 13.44.1 New work (Two or more coats applied @ Sqm 1040 116.9 121576 16 3.84 kg/10 sqm) Total 4009406.40

Item Breakup - B-Execution of special items of work

Providing and fixing permanently colour Sqm coated trapezoidal profiled sheet of depth 28-30mm at 195-205mm pitch distance with precisely engineered "Rib & Flute" design. Profiled sheets shall be min. 0.5mm TCT/0.45mm BMT high tensile zinc aluminium alloy coated zincalume / galvalume steel sheet (550 mpa yield strength) having a coating of mass of 150 gsm zinc-aluminium coating AZ-150 total on both sides as per, AS 1397:1993 finished with 20 microns approved colour coating of Silicon Modified Polyester (SMP) /Super Polyester paint coat on exposed surface over a primer coat of 5 microns and a back coat of 5 microns on reverse side over a 5 microns primer coat. There shall be 2 small ribs/square flutes between profiles for providing additional strength. The sheet to be fixed over the purlins with hexagonal head self drilling suitable fasteners with neoprene /EPDM washer on crests of the sheet

Providing & fixing of coloured galvalume Running plain sheet flashings at ridges / apex Metre junctions of roofing cladding, cover / corner /barge pieces etc. in required shape, colour duly fixed with stitching screws (with EPDM washers etc. as per site requirement). Upto 600 mm width (girth)

Laying 15 mm thick hardened topping on Sqm concrete surface with 1 part metallic floor hardener, 4 parts cement and 9 parts by weight hard stone chips of size 6 mm mixed and laid as per specifications Total 1259397.90

Item Breakup - C-Execution of all works under USSOR 2021- 3 Ver-1

Using Soil Class SQ1 Total 61899.15

Item Breakup - D-Execution of NS item of work covered under CPWD DSR 2023-Ver-1

Finishing with Deluxe Multi surface paint Sqm system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even 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 and manufacture Total 309900.00