Retrofitting and Renovation work in 52 Staff Quarters at KV No. 3, Delhi Cant, New Delhi: 110010

NAME OF WORK: SLAB STRENGTHNING/CEILING REPAIR WORK (KV QUARTERS)

S.No. DSR REF. NO. DESCRIPTION UNIT QTY DSR RATE DSR AMOUNT MARKET RATE MR AMOUNT

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia

M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S.

clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the

required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners,

connection with the building etc wherever required for inspection of work at required locations with essential safety features for

the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be

measured for payment purpose. The payment will be made once irrespective of duration of scaffolding.

Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping

ground within 50 m lead.

Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/or by standard power driven

percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the

exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per

direction of Engineer-in-Charge

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means,

4.0 15.60 including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in- cum 75.00 263.95 19,796.25 - -

charge, beyond 50 m initial lead, for all leads including all lifts involved.

5.0 5.9 Centering and shuttering including strutting, propping etc. and removal of formwork for slabs.

5.9.3 Suspended floors, roofs, landing , balconies and access platform sqm 1,500.00 927.25 13,90,875.00 - -

Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding with

annealed steel wire, complete.

5.22A.1 Mild steel and medium tensile steel bar kg 8,200.00 107.10 8,78,220.00 - -

Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of

Engineer‑in‑Charge complete in all respects.

SBR Polymer (@ 10 % of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with

specified proportion of approved polymer.

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

smooth complete.

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications

Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10

Providing, mixing and applying SBR polymer (of approved make) modified cement mortar in proportion of 1:4 (1 cement : 4 graded

coarse sand) with polymer minimum 2 % by weight of cement used as per specifications and directions of Engineer‑in‑Charge.

11.0 26.32 Note: Measurement and payment — The pre‑measurement of thickness shall be done just after the surface preparation is

completed and payment under this item shall be made only after proper wet curing has been done and the surface has been

satisfactorily evaluated by sounding/tapping with a blunt metal instrument and/or the 75 mm size cube crushing strength at the end

of 28 days to be not less than 30 N/mm².

Digitally signed by AMIT

S.No. DSR REF. NO. DESCRIPTION UNIT QTY DSR RATE DSR AMOUNT MARKET RATE MR AMOUNT

Providing & applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing

polymers on interior wall plaster surface in three coats @ 14.35 kg/10 sqm, one coat of self‑priming of cementitious waterproofing

polymer (dilution with water in the ratio of 1:1) and two coats of cementitious waterproofing polymer (dilution with water in the

ratio of 3:1), after scraping and properly cleaning the surface to remove pre‑existing paint film and loose particles till plaster is

visible, complete in all respects as per the direction of Engineer‑in‑Charge.

Digitally signed by AMIT

NAME OF WORK: KITCHEN RENOVATION

S.No. DSR REF. NO. DESCRIPTION UNIT QTY DSR RATE DSR AMOUNT MARKET RATE MR AMOUNT

Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable

15.25 material within 50 metres lead. Sqm 170.00 266.45 45,296.50 - -

Dismantling tile work in floors and walls laid in cement mortar including stacking of serviceable material and disposal of

15.23 unserviceable material within 50 metres lead.

15.23.1 For thickness of tiles 10 mm to 25 mm. Sqm 350.00 73.40 25,690.00 - -

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms,

vanity counters, window sills, fascias and similar locations of required size, approved shade, colour and texture laid over 20 mm

thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy

8.2 touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

8.2.2 Granite stone slab of colour black, Cherry/Ruby red – Area of slab over 0.50 sqm Sqm 170.00 8,844.29 15,03,529.30 - -

Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of

approved make, in all colours and shades except burgundy, bottle green, black of any size as approved by Engineer‑in‑Charge, in

skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey

8.31 cement slurry @3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. Sqm 350.00 1,267.95 4,43,782.50 - -

Providing and laying vitrified tiles in floors and skirtings of approved quality, size and shade, conforming to IS:15622, of required

thickness, in matt/anti‑skid finish, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand), including jointing with grey

11.41A cement slurry @ 3.3 kg per sqm, grouting the joints with white cement and matching pigments etc. complete.

11.41A.3 Matt/anti‑skid finish vitrified tiles

Providing and fixing 18 mm thick both sides Pre‑laminated cement bonded wood particle board as per IS: 15786:2008 of approved

brand and shade with suitable full threaded steel screws etc. in partitions, boxes, shelves, racks and cupboard, kitchen cabinet

9.166 under kitchen counter etc. all complete as per direction of Engineer‑in‑Charge (Note: Fittings to be paid separately).

Providing and fixing cupboard shutter with 19 mm thick decorative BWP marine plywood conforming to IS: 710 of approved make

and shade with decorative laminate both sides and PVC edge banding of appropriate thickness fixed with necessary screws and

9.168 fittings etc. complete as per direction of Engineer‑in‑Charge.

9.168.1 Decorative laminate both sides Sqm 110.00 2,829.25 3,11,217.50 - -

Providing and fixing bright / matt finished stainless steel handles of approved quality & make with necessary screws etc., all

9.165 complete.

Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to

cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per

9.171 direction of Engineer‑in‑Charge each 1,000.00 272.00 2,72,000.00 - -

Providing and fixing stainless steel soft closing heavy type telescopic channels (500 mm overall length) of approved make/brand

9.172 including necessary screws, supports etc. complete as per direction of Engineer‑in‑Charge. each 150.00 885.10 1,32,765.00 - -

Digitally signed by AMIT

Providing and fixing ready‑made 304 grade stainless steel modular kitchen basket and accessories such as right angle basket (plain

cup & saucer, plant, partition, bottle rack, thali, cutlery), kitchen utensil basket, dinner set basket, kitchen grain basket,

multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with

necessary stainless steel nuts & bolts, stainless steel screws & telescopic channels etc. as per direction of Engineer‑in‑Charge. (For

payment purpose only weight of stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts,

9.173 bolts, fasteners, telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately.) kg 300.00 533.25 1,59,975.00 - -

Providing and fixing 2 mm thick 16 to 19 mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters

9.174 including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per direction of Engineer‑in‑Charge. Mtr 300.00 43.80 13,140.00 - -

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor,

single core cable in surface/ recessed steel conduit as required.

1.7.1 2x1.5sqmm+1x1.5sqmmearth wire Per mtr. 1,200.00 327.00 3,92,400.00 - -

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections

but excluding modular plate etc. as required.

Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess

etc. as required.

1.28 Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required.

Installation, Testing and Commissioning of exhaust fan in the existing opening, including making good the damage, connection,

1.50 testing, commissioning etc. as required.

Digitally signed by AMIT

NAME OF WORK: Badminton court

S.No. DSR REF. NO. DESCRIPTION UNIT QTY DSR RATE DSR AMOUNT MARKET RATE MR AMOUNT

1 SITE CLEARING & EARTH WORK

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish,

lead up to 50 m and lift up to 1.5 m.

2.28.1 All kind of soil sqm 80.89 34.15 2,762.36

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 on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including

getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m

2.6.1 All types of soil cum 16.18 177.50 2,871.56

1.3 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in cum 3.33 700.50 2,335.00

depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

2 SUB-BASE WORK

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to Wet Mix Macadam

2.1 16.79 (WMM) specification, including premixing the material with water at OMC for all leads & lifts, laying in uniform layers with cum 12.13 2,914.30 35,360.17

mechanical paver finisher in sub‑base/base course on well‑prepared surface and compacting with vibratory roller of 8 to 10 tonne

capacity to achieve the desired density, complete as per specifications and directions of Engineer‑in‑Charge

3 PCC LAYER (Levelling Course – 100mm)

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)

4 RCC COURT SLAB (Main Playing Surface)

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:

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

4.2 5.9 Centering and shuttering including strutting, propping etc. and removal of formwork for slabs.

5.9.3 Suspended floors, roofs, landing , balconies and access platform sqm 80.89 927.25 75,004.22

Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding with annealed

steel wire, complete.

5.22A.1 Mild steel and medium tensile steel bar kg 977.78 107.10 1,04,720.00

Providing and fixing expansion joint filler of bitumen sealant / cork / neoprene / elastomeric or such approved

4.4 16.46 joint filling material of required thickness inclusive of priming coat, cleaning and preparation of faces etc.,

complete as per specifications and direction of Engineer‑in‑Charge.

16.46.1 using grade A sealing compound confirming to IS:1834 per mTr 20.00 8.65 173.00

5 SURFACE FINISHING

Providing and applying cement slurry finish on concrete/masonry surface including cleaning the surface, mixing

5.1 13.72 cement with water to form slurry, applying the slurry evenly, floating and finishing to true level and slope, sqm 90.83 1,162.25 1,05,563.38

curing, cleaning etc., complete as per specifications and direction of Engineer‑in‑Charge.

Providing and applying acrylic sports surface system 3–5 layers on concrete base, including primer, base coats, colour top

coats and line marking

5.3 13.61 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:

13.61.1 Two or more coat on new work sqm 1.11 226.25 251.39

6 POLE FOUNDATION & EQUIPMENT

Digitally signed by AMIT

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains

6.1 2.6 (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m,

including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m

2.6.1 All types of soil cum 0.53 177.50 94.67

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, 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

Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding with annealed

steel wire, complete.

5.22A.1 Mild steel and medium tensile steel bar kg 55.56 107.10 5,950.00

7 Equipment (NDSR Item)

Supply, installation, testing, and commissioning of standard badminton court poles of approved metallic section with adjustable

height arrangement, including stainless steel brackets, fittings, hooks, ropes, tensioning screws, and fixing the approved quality

nylon/polyester badminton net of standard size (6.1 m × 0.76 m) complete as per direction of Engineer‑in‑Charge.

Digitally signed by AMIT

NAME OF WORK: WINDOW REPLACEMENT

S.No. DSR REF. NO. DESCRIPTION UNIT QTY DSR RATE DSR AMOUNT MARKET RATE MR AMOUNT

Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash

and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles

and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized

mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash

adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with

countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14,

plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut

and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of

water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over

backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of

Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-

Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design

requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately.

Note: Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites

1 9.147A with basic wind speed > 45 m/sec as per IS 875 – Part 3 (ii) Sites with structure height more than 20m for all wind speeds

9.147A1 Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.

Using R2 series with frame (40mm & above) x (40mm & above) & sash (25mm & above) x (50mm & above) with zinc alloy (zamak)

9.147A1.1 powder coated touch locks with hook (Height upto 1.2 metre). sqm 660 8,298.85 54,77,241.00 - -

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket

etc. complete as per architectural drawings and the directions of Engineer-in-charge. (Cost of aluminium snap beading shall be paid

2 21.3 in basic item).

21.3.2 with float glass panes of 5mm thickness sqm 660 1,505.25 9,93,465.00 - -

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of

3 10.25 approved steel primer using structural steel etc. as required

10.25.2 Steel work welded in built‑up sections / framed work in gratings/frames/guard bars/railings/brackets/gates and similar works kg 13180 172.60 22,74,868.00 - -

4 13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:

13.61.1 Two or more coats on new work Sqm 660 155.90 1,02,894.00 - -

Disposal of building rubbish / malba / similar unserviceable, dismantled or demolished material by mechanical transport including

5 15.6 loading, unloading and stacking, beyond 50 metres initial lead, complete as per direction of Engineer-in-Charge. cum 50 263.95 13,197.50 - -

Dismantling doors, windows and clerestory windows (steel or wood) shutters including chowkhats, architrave, holdfasts etc.

6 15.12 complete and stacking within 50 metres lead.

Filling the gap in between aluminium frame & adjacent RCC / Brick / Stone work by providing weather silicon sealant over backer rod

7 21.8 of approved quality as per architectural drawings and direction of Engineer-in-charge complete.

Digitally signed by AMIT

21.8.1 Up to 5 mm depth and 5 mm width Rm 1500 96.75 1,45,125.00 - -

Digitally signed by AMIT

NAME OF WORK: PARKING GARAGE (4 Nos.)

S.No. DSR REF. NO. DESCRIPTION UNIT QTY DSR RATE DSR AMOUNT MARKET RATE MR AMOUNT

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a

1.0 2.31 height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. Sqm 80.00 17.60 1,408.00 - -

Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m depth) in ordinary soil including dressing of sides,

ramming of bottom, disposal of surplus excavated earth within 50 m lead, including necessary cutting, lifting and all labour, tools

2.0 2.1 and plants complete as per direction of Engineer‑in‑Charge. Cum 24.00 129.85 3,116.40 - -

3.0 4.1 Providing and laying Plain Cement Concrete (PCC) 1:4:8 in foundation, plinth, or bedding under floors/walls/columns.

Providing and laying PCC 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in foundation and plinth

including curing and compacting, in trenches exceeding 1.0 m width, in all shapes and sizes, complete as per direction of

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing

4.0 5.1 and reinforcement – All work up to plinth level

5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Cum 8.00 9,045.75 72,366.00 - -

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. KG 800.00 107.85 86,280.00 - -

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,

6.0 5.2 shuttering, finishing and reinforcement.

5.2.2 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 Cum 3.00

natural sources). 10,852.95 32,558.85 - -

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15°, landings, balconies, shelves, chajjas,

lintels, bands, plain window sills, staircases and spiral staircases above plinth level up to floor five level, excluding the cost of 1,15,055.00

centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone‑III) derived from natural sources :

7.0 5.3 3 graded stone aggregate 20 mm nominal size derived from natural sources) Cum 10.00 11,505.50 - -

Brick work with common burnt clay F.P.S. (non‑modular) bricks of class designation 7.5 in foundation and plinth in cement mortar

8.0 6.1 1:6 (1 cement : 6 coarse sand).

6.1.2 in cement mortar 1:6 (1 cement : 6 coarse sand) Cum 10.00 6,140.55 61,405.50 - -

Brick work with common burnt clay F.P.S. (non‑modular) bricks of class designation 7.5 in superstructure above plinth level up to

9.0 6.4 floor V level in all shapes and sizes in

6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 18.00 9,344.35 1,68,198.30 - -

10.0 13.4 12 mm cement plaster of mix

11.0 13.5 15 mm cement plaster on rough side of single or half brick wall of mix

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement,

12.0 including cement slurry, but excluding the cost of nosing of steps etc., complete

11.3.1 40 mm thick with 20 mm nominal size stone aggregate. Sqm 80.00 614.10 49,128.00 - -

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire

length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and

10.6 arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing

necessary wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454‑Part 1 and M.S. top

13.0 cover of required thickness for rolling shutters

10.6.1 80 × 1.25 mm M.S. laths with 1.25 mm thick top cover Sqm 28.00 3,653.20 1,02,289.60 - -

Digitally signed by AMIT