Reconstruction - Strengthening of Existing Roads including Construction of allied structures under GPRA colony project in Sarojini Nagar area, New Delhi, including Operation and Maintenance for 2 years (PKG-XI)

BOQ_Civil Works Bituminous Top Road Works

ramming, consolidating and dressing complete.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after -

excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road

roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus

earthwith lead upto 50 metres.

Extra for compaction of earth work in embankment under optimum moisture conditions to give at -

least 95% of the maximum dry density (proctor density).

Construction of granular sub-base by providing close graded Material conforming to specifications,

mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all

leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface

and compacting with vibratory power roller to achieve the desired density, complete as per

6.0 16.78 specifications and directions of Engineer-in-Charge.

16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 Cum 24625.65 2924.85 7,20,26,318.61 -

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

to wet mix macadam (WMM) specification including premixing the material with water at OMC in for

all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on

well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe

desired density, complete as per specifications and directions of Engineer-in-Charge.

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

and shuttering - All work up to plinth level :

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) Cum 5465.54 6,812.00 3,72,31,291.55 -

KERB STONE WORK

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

9.0 16.69 curve shall not to more than 5mm), including making drainage opening wherever required complete Cum 3626.72 10,117.60 3,66,93,714.94

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).

Digitally signed by VARUN

S. NO. DSR 2023 DESCRIPTION UNIT Total Qty RATE AMOUNT NSR Rate NSR AMOUNT

10.00 13.62.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

Two or more coats on new work Sqm 53313.26 226.25 1,20,62,124.10 -

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks,

lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by

table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted

bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand

bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and

cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete

all as per the direction of Engineer-in-charge.

60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern

Providing and applying 2.5 mm thick road marking strips (retro reflective) of specified shade/ colour -

using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine

fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by

12.0 16.62 experienced operator on road surface as per direction of Engineer-in-charge and accordance with Sqm 6628.57 747.80 49,56,847.54

applicable specifications including cost of material, labour, T&P, cleaning the road surface of all dirt,

seals, oil, grease and foreign material etc. complete as per the direction of Engineer-in-charge.

75 mm wide for indicating Parking Spaces, medium lines, pedestrian paths

Steel reinforcement for R.C.C. work including straightening, cutting, Banding, placing in position and -

binding all complete .-Thermo mechnically treated

Surface Dressing

Surface dressing on new surface in two coats with bitumen of grade

VG -10 of approved quality using 1.8 kg of bitumen per sqm with 1.5

cum of stone chippings 13.2 mm nominal size per 100 sqm of road

14.00 16.26 surface for first coat and 1.1 kg. of bitumen per sqm with 1.00 cu. Sqm 115472.07 311.85 36009963.90

metre of stone chippings 11.2 mm nominal size per 100 sqm of

road surface for second coat, including consolidation of each coat

separately with road roller of 6 to 8 tonne capacity etc. complete.

Providing and laying Dense Graded Bituminous Macadam 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 equiped with 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 @ 5% (percentage by

weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type

Hot Mix Plant of 100-120 TPH

Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of

grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and

slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of

16.00 16.37 approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to

centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface,

including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2%

as per MORTH specification).

Providing and applying tack coat using bitumen emulsion conforming

17.00 16.31 to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with

mechanical broom. Digitally signed by VARUN

S. NO. DSR 2023 DESCRIPTION UNIT Total Qty RATE AMOUNT NSR Rate NSR AMOUNT

16.31.2 With medium setting bitumen emulsion

16.31.2.2 On bituminous surface @ 0.25kg/sqm Sqm 113246.77 14.05 1591117.07

Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 -

cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick

ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including

finishing the top smooth etc. complete and as per direction of Engineer-in-charge.

Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including

providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and

450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement

concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size

250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing.

20.00 5.90 Centering and shuttering including strutting, propping etc. and removal of form for

i 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 5690.78 392.15 22,31,639.57 -

ii 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Sqm 26421.68 842.50 2,22,60,268.53 -

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 cement, admixtures in recommended

proportions as per IS: 9103 to accelerate / 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.

Note: Extra cement up to 10% of the minimum specified cement content

in design mix shall be payable separately. In case the cement content

in design mix is more than 110% of the specified minimum cement

content, the contractor shall have discretion to either re-design the mix

or bear the cost of extra cement.

i 5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 4156.25 9504.75 3,95,04,160.95 -

ii 5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 1213.97 9860.40 1,19,70,222.41 -

Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA

(Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded

micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud

shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective

surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of

reflective area up each side. The luminance intensity should be as per the specification and shall be

tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed

to the Road surface using the adhesive conforming to IS, as per procedure recommended by the

manufacturer complete and as per direction of Engineer-in-charge.

23.00 Providing and fixing 10x10x7.50 cm Granite stone block hand cut and

chisel dressed on top, for paving in floors, drains etc. laid over 20 mm thick

16.92 base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled sqm 1200.00 2189.15 26,26,980.00

with same mortar including ruled pointing etc. complete as per direction of

engineer-in-charge.

Digitally signed by VARUN

S. NO. DSR 2023 DESCRIPTION UNIT Total Qty RATE AMOUNT NSR Rate NSR AMOUNT

24.00 Providing and fixing 18 mm thick gang saw cut, mirror polished,

premoulded and prepolished, machine cut for kitchen platforms, vanity

counters, window sills, facias 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 touch ups, including rubbing, curing,

moulding and polishing of edges to give high gloss finish etc. complete

8.2.2 Granite stone slab of colour black, Cherry/Ruby red

Granite stone slab of all colour and texture except black,

Cherry/Ruby red

25.00 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying

cement slurry mixed with water proofing cement compound consisting of applying :

(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water

proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed

to air cure for 4 hours.

(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water

proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to

air cure for 4 hours followed with water curing for 48 hours.

The rate includes preparation of surface, treatment and sealing of all

joints, corners, junctions of pipes and masonry with polymer mixed slurry.

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be

specified by the manufacturer), of approved make, in all colours, 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 cement slurry

@ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete

27.00 Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium

sheet, face to be fully covered with high intensity

encapsulated type heat activated retro reflective sheeting conforming

to type - IV of ASTM-D 4956-01 in blue and silver white or other colour

combination including subject matter, message (bi-lingual), symbols and

borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive

backing which shall be activated by applying heat and pressure conforming

to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized

aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle

iron of size 25x25x3 mm along with theft resistant measures, mounted

16.59 and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post

made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate

of size 100x100x5 mm at the bottom end and including making holes in

pipes, angles flats, providing & fixing M.S. message plate of required size,

steel work to be painted with two or more coats of synthetic enamel paint

of required shade and of approved brand & manufacture over priming coat

of zinc chromate yellow primer (vertical MS-Tee support to be painted in

black and white colours).Backside of aluminium sheet to be painted with

two or more coats of epoxy paint over and including appropriate priming

coat including all leads and lifts etc. complete as per drawing , specification

and direction of Engineer-in-charge.

i 16.59.1 Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm each 50.00 7183.35 359167.50

ii Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with

support length of 3650 mm

Digitally signed by VARUN

S. NO. DSR 2023 DESCRIPTION UNIT Total Qty RATE AMOUNT NSR Rate NSR AMOUNT

28.00 Manufacturing, supplying and fixing retro reflective overhead signage

boards made up of 2 mm thick aluminium sheet, face to be fully

covered with high intensity and encapsulated lens type heat activated

retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as

approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001

in silver white with blue colour back ground and with high intensity grade,

pasted on substrate by pressure sensitive adhesive backing which shall be

activated by applying pressure conforming to class II of ASTM-D-4956-01

16.60 and fixing the same to the plate of structural frame work by means of

suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to

centre all along the periphery as well as in two vertical rows along with theft resistant measures,

including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of

aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the

corners, lowering down the structural frame work from the gantry, fixing and erecting the same in

position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural

frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be

measured for payment).

16.60.1 Overhead informatory road signage Sqm 1080.00 5879.90 6350292.00

29.00 Steel work welded in built up sections/ framed work, including cutting,

10.25 hoisting, fixing in position and applying a priming coat of approved steel

primer using structural steel etc. as required.

i In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required,

ii 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets gates and similar works kgs 29320.00 172.60 5060632.00

30.00 Dismantling steel work in built up sections in angles, tees, flats and

15.18 channels including all gusset plates, bolts, nuts, cutting rivets, welding kgs 5000.00 5.65 28250.00

etc. including dismembering and stacking within 50 metres lead.

31.00 Dismantling precast concrete or stone slabs in walls, partition walls etc.

including stacking within 50 metres lead :

15.40.2 Thickness above 40 mm up to 75 mm Sqm 250.00 433.55 108387.50

32.00 Dismantling manually/ by mechanical means including stacking of

15.43 serviceable material and disposal of unserviceable material within 50

metres lead as per direction of Engineer-in-charge :

i 15.43.1 Water bound macadam road Sqm 57736.03 217.45 12554700.42

33.00 Dismantling G.I. pipes (external work) including excavation and refilling

trenches after taking out the pipes, manually/ by mechanical means

including stacking of pipes within 50 metres lead as per direction of

Engineer-in-charge :

i 15.44.1 15 mm to 40 mm nominal bore metre 100.00 149.8 14980.00

ii 15.44.2 Above 40 mm nominal bore metre 100.00 161.4 16140.00

34.00 Dismantling C.I. pipes including excavation and refilling trenches after

taking out the pipes, manually/ by mechanical means breaking lead caulked

joints, melting of lead and making into blocks including stacking of pipes

& lead at site within 50 metre lead as per direction of Engineer-in-charge:

i 15.45.1 Up to 150 mm diameter metre 100.00 332.4 33240.00

ii 15.45.2 Above 150 mm dia up to 300 mm dia metre 100.00 456.65 45665.00

iii 15.45.3 Above 300 mm diameter metre 100.00 614.3 61430.00

Digitally signed by VARUN

S. NO. DSR 2023 DESCRIPTION UNIT Total Qty RATE AMOUNT NSR Rate NSR AMOUNT

35.00 Taking out C.I. cover with frame from R.C.C. top slab of manholes

of various sizes including demolishing of R.C.C. work manually/ by

15.48 mechanical means and stacking of useful materials near the site and each 250.00 697.4 174350.00

disposal of unserviceable materials within 50 metres lead as per direction

of Engineer-in-charge.

36.00 Taking out C.I. cover with frame from R.C.C. top slab of inspection

chambers of various sizes including demolishing of R.C.C. work manually/

15.49 by mechanical means and stacking of useful materials near the site and each 250.00 406.75 101687.50

disposal of unserviceable materials within 50 metres lead as per direction

of Engineer-in-charge.

37.00 Dismantling of C.I. sluice valve including stacking of useful materials

within a lead of 50 metres

i 15.53.1 Up to 150 mm diameter each 50.00 319.5 15975.00

ii 15.53.2 Above 150 mm diameter each 75.00 1184.15 88811.25

38.00 Demolishing R.C.C. work by mechanical means and stockpiling at

designated locations and disposal of dismantled materials up to a lead of

1 kilometre, stacking serviceable and unserviceable material separately

including cutting reinforcement bars.

39.00 Dismantling of flexible pavement (bituminous courses) by mechanical

15.59 means and disposal of dismantled material up to a lead of 1 kilometre, as cum 100.00 420.8 42080.00

per direction of Engineer-in-charge.

40.00 Disposal of building rubbish / malba / similar unserviceable, dismantled

or waste materials by mechanical means, including loading, transporting,

15.60 unloading to approved municipal dumping ground or as approved by cum 10000.00 263.95 2639500.00

Engineer-in-charge, beyond 50 m initial lead, for all leads including all

lifts involved.

41.00 Dismantling of spindle fire hydrant including stacking of useful materials

within 50 metres lead.

42.00 Dismantling old plaster or skirting raking out joints and cleaning the

15.56 surface for plaster including disposal of rubbish to the dumping ground Sqm 500.00 54.65 27325.00

within 50 metres lead.

43.00 Dismantling of road gully chamber of various sizes including C.I. grating

with frame including stacking of useful materials near the site and disposal

of unserviceable materials within 50 metres lead including refilling the

44.00 Dismantling barbed wire or flexible wire rope in fencing including making

rolls and stacking within 50 metres lead.

15.34 Dismantling and stacking within 50 metres lead, fencing posts or struts

including all earth work and dismantling of concrete etc. in base of:

46.00 Demolishing dry brick pitching in floors, drains etc. including stacking of

15.24 serviceable material and disposal of unserviceable material within 50 cum 750.00 1317.65 988237.50

47.00 15.22 Extra for marking of structural steel work required to be re-erected. Kg 5000.00 4.65 23250.00

Digitally signed by VARUN

S. NO. DSR 2023 DESCRIPTION UNIT Total Qty RATE AMOUNT NSR Rate NSR AMOUNT

48.00 Demolishing cement concrete manually/ by mechanical means including

15.20 disposal of material within 50 metres lead as per direction of Engineer -

i Nominal concrete 1:3:6 or richer mix (including equivalent

ii Nominal concrete 1:4:8 or leaner mix (including equivalent

49.00 Demolishing R.C.C. work manually/ by mechanical means including

15.30 stacking of steel bars and disposal of unserviceable material within 50 cum 10.00 3551.25 35512.50

metres lead as per direction of Engineer - in- charge.

50.00 Providing and laying tactile tile (for vision impaired persons as per

standards) of size 300x300x9.8 mm having with water absorption less

than 0.5% and conforming to IS:15622 of approved make in all colours

and shades in for outdoor floors such as footpath, court yard, multi modals

location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement :

4 coarse sand) in all shapes & patterns including grouting the joints with

white cement mixed with matching pigments etc. complete as per direction

of Engineer-in-Charge.

51.00 Structural steel work in single section, fixed with or without connecting plate, including cutting,

hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

52.00 10.19 Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. kg 4500.00 97.2 437400.00

53.00 10.20 Providing and fixing bolts including nuts and washer complete. kg 750.00 159.35 119512.50

TOTAL OF DSR-SCHEDULE ITEMS

NON_SCHEDULE ITEMS

Site Preparation and Civil Works: This includes excavation, foundation laying, and concrete work

necessary for the structural base of the shelters. Structural Fabrication:

Procurement and installation of stainless steel or mild steel components for the shelter’s framework,

including columns, beams, and roofing structures.

Roofing and Cladding: Installation of roofing materials, which may involve powder-coated or

galvanized sheets, and any side cladding required for weather protection.

NSR Flooring and Finishing: Laying of flooring materials, such as tiles or concrete finishes, and application each 20.00 3285256.00 65705120.00

of paint or other surface treatments for aesthetics and durability.

Electrical and Lighting Works: Provision of electrical wiring, installation of lighting fixtures, and

integration of any digital display systems for real-time bus information.

Accessibility Features: Construction of ramps, tactile paths, and handrails to ensure compliance with

accessibility standards for persons with disabilities.

Signage and Information Panels: Installation of route maps, bus schedules, and other informational

signage for commuter guidance.

56.00 Epoxy Flooring -2 mm EPOXY Anti Skid Broadcast system Complying to EFNARC AND FeRFA

NSR guidelines Sqm 10208.21 1,048.00 10698207.64

Digitally signed by VARUN

S. NO. DSR 2023 DESCRIPTION UNIT Total Qty RATE AMOUNT NSR Rate NSR AMOUNT

Surface Preparation- Concrete surface to have min pull off adhesion of 1.5 Mpa. Substrate shall be

prepared by using vacuum assisted high speed electric grinding machine to remove all cement

latiance, friable concrete, loose mortar to acheive CSP3-CSP5 Profile as per ICRI Guidelines to create

mechanical keys. Grinding/ Scarification is highly recommended as an effective method of surface

preparation and to provide a suitable key.Opening of cracks & cold joints if any by groove cutter

machine/manual preparation as per site requirement.

Anti Skid Epoxy Flooring system: Providing, Supplying & applying of Internal Area Deck coating system

Using primer and screed concrete surface by roller coat of thickness 250 micron having pull off

adhesion ≥ 2 MPa ASTM D 4541. Having compressive strength of ≥ 25 Mpa as per ASTM D 695, with

having flexural strength of ≥ 13 Mpa as per ASTM D 790 with Tensile strength of ≥ 11Mpa as per

ASTM D 638 with the Elongation of ≥1.8% as per ASTM D 638. with broadcasting of Anti Slippage

Sand FQ sand 80. Which should be followed by top coat of solvent free textured floor epoxy car park

coating Having Tensile strength: ≥ 10 MPa as per ASTM D 638; Abrasion resistance should not be

more than 85 mg loss as per ASTM D 4060.

Arrow Markings : 200 microns thick 300 mm Wide and 450 mm Length with Length and ONE WAY

ARROW OF LENGTH 1.5 MTR with Aromatic Polyurethane Coating.

58.00 Providing and laying gang saw cut 30 mm thick, flame finished pre

moulded and pre polished machine cut granite stone of required size and

shape of approved shade, colour and texture in footpath, flooring in road

NSR side plazas and similar locations, laid over 20 mm thick base of cement sqm 1000.00 5,500.00 5500000.00

mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with

white cement mixed with matching pigment, epoxy touch ups etc. complete

as per direction of Engineer-in-Charge.

Digitally signed by VARUN

BOQ_RCC Cable Trench

1 4.1 Providing and laying in position cement concrete of specified grade

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)

SUB TOTAL 2,07,20,699.37

SUB HEAD III- R.C.C WORKS

1 5.9 Centering and shuttering including strutting, propping etc. and removal of form for all heights :

i 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete sqm 6192.53 392.15 24,28,400.64

ii 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.- OH Tanks sqm 28000.00 842.50 2,35,90,000.00

iii 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 927.25 -

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

complete above plinth level.

Thermo-Mechanically Treated bars of grade Fe-500 D or more. kg 523285.16 107.85 5,64,36,304.51

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 cement, admixtures in recommended proportions as per IS: 9103 to accelerate

/ 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.

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable

separately. In case the cement content in design mix is more than 110% of the specified minimum cement

content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

Digitally signed by VARUN

SRL. DESCRIPTION OF ITEM UNIT TOTAL QTY RATE

5.33.1 All works up to plinth level

i 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 7230.17 9504.75 6,87,20,986.82

5.33.2 All works above plinth level

ii 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 138.05 9860.40 13,61,188.78

Note :- The above item shall be used judiciously where specified quality of Fly Ash is available for mixing in

concrete. Also, the guidelines issued by CDO, CPWD, vide circular no. CDO/SE(RR)/Fly Ash (Main)/102 dated 9th

April 2009 shall be followed in such cases.

SUB TOTAL 15,25,36,880.75

SUB HEAD IV - BRICK WORK

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

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 260.06 7132.25 18,54,795.10

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

plinth level up to floor V level in all shapes and sizes in :

6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 260.06 9344.35 24,30,068.30

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations

and plinth in :

6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) Sqm 35.00 931.75 32,611.25

Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.

SUB TOTAL 43,21,142.65

SUB HEAD V- STEEL WORK

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.

In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete

ii 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 374008.41 172.60 6,45,53,851.78

Providing and fixing carbon steel galvanised ( minimum coating 5 micron)

dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head,

comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry,

etc. as per direction of Engineer-in-charge.

SUB TOTAL 9,57,21,334.45

SUB HEAD VI - FLOORING

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached

pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping,

bed blocks, anchor blocks, plain window sills, fillets,

sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:

1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm

nominal size derived from natural sources)

SUB TOTAL 62,73,155.36

SUB HEAD VII - FINISHING

1 13.4 12 mm cement plaster of mix :

2.0 13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix :

Digitally signed by VARUN

SRL. DESCRIPTION OF ITEM UNIT TOTAL QTY RATE

3 13.16 6 mm cement plaster of mix :

4 13.62 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :-

13.62.1 Two or more coats on new work sqm 7339.33 226.25 16,60,522.87

SUB TOTAL 1,52,99,416.50

SUB HEAD VIII -MISCELLANEOUS WORKS

Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC

Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work,

including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100

1 16.93 mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm Sqm 13151.50 3081.95 4,05,32,253.10

thick, 100 mm wide MS sheet duly painted over priming coat, reinforcement to be welded at edges with MS

sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads & lift, handling at site

etc. all complete as per direction of Engineer-in-Charge.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of

cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

SUB TOTAL 4,07,77,308.10

B. NON-DSR ITEM

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with

1 MR-1 stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.

Providing, fixing and laying uPVC pipes sleeves conforming to IS:4985 (working pressure 6 kg/sqcm.) as per drawing

including fittings such as bends, clamps, tees, etc including fixing in the RCC/Brick wall / trench Bottom level including

2 MR-2 Cutting, chases/holes in floors / walls / slab and making good the same including connecting in the adjoining Storm

water/Sewagae Drain after pipe have been duly laid and testing complete in all respects.

i 75 mm dia. Rmt 404 -

SUB TOTAL 75,00,500.00

Digitally signed by VARUN

BOQ_STORM WATER_SEWERAGE WORKS

3 MR Providing and laying non-pressure NP3 class R.C.C. pipes

with collars jointed with stiff mixture of cement mortar in the

proportion of 1:2 (1 cement : 2 fine sand) including testing

of joints etc. complete.

3.1 MR 150 mm dia R.C.C pipe-drainage 100 Metre 537.00 53700.00

3.2 MR 300 mm dia R.C.C pipe-drainage 100 Metre 1204.00 120400.00

3.3 300 mm dia R.C.C pipe-for road crossing 6000 Metre 1204.00 7224000.00

3.4 MR 400 mm dia R.C.C pipe-drainage 2650 Metre 2068.00 5480200.00

3.5 MR 450 mm dia R.C.C pipe-drainage 5500 Metre 2421.00 13315500.00

3.6 MR 500 mm dia R.C.C pipe-drainage 750 Metre 3115.00 2336250.00

3.7 MR 600 mm dia R.C.C pipe-drainage 1350 Metre 4188.00 5653800.00

3.8 600 mm die R.C.C pipe-for road crossing 6000 Metre 4188.00 25128000.00

3.9 MR 700 mm dia R.C.C pipe-drainage 2100 Metre 5182.00 10882200.00

3.10 MR 800 mm dia R.C.C pipe-drainage 2000 Metre 6190.00 12380000.00

3.11 MR 900 mm dia R.C.C pipe-drainage 1100 Metre 7263.00 7989300.00

3.12 MR 1000 mm dia R.C.C pipe-drainage 1200 Metre 9160.00 10992000.00

3.13 MR 1100 mm dia R.C.C pipe-drainage 700 Metre 10364.00 7254800.00

3.14 MR 1200 mm dia R.C.C pipe-drainage 1200 Metre 11228.00 13473600.00

3.15 MR 1400 mm dia R.C.C pipe-drainage 1400 Metre 14971.00 20959400.00

3.16 MR 1600 mm dia R.C.C pipe-drainage 1600 Metre 17562.00 28099200.00

3.17 MR 250 mm die R.C.C pipe-sewerage RO Metre 759.00

3.18 MR 300 mm die R.C.C pipe-sewerage RO Metre 1204.00

3.19 MR 400 mm dia R.C.C pipe-sewerage 1900 Metre 2068.00 3929200.00

3.20 MR 500 mm dia R.C.C pipe-sewerage 1750 Metre 3115.00 5451250.00

4 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5

coarse sand : 10 graded stone aggregate 20 mm nominal

size) up to haunches of RCC pipes including bed concrete

as per standard design :

4.1 19.3.2 150 mm dia R.C.C pipe-drainage 100 Metre 743.10 74310.00

4.2 19.3.5 300 mm dia R.C.C pipe-drainage 100 Metre 1173.35 117335.00

4.3 MR 300 mm dia R.C.C pipe-for road crossing 6000 Metre 1570.00 9420000.00

4.4 MR 400 mm dia R.C.C pipe-drainage 2650 Metre 1963.00 5201950.00

4.5 MR 450 mm dia R.C.C pipe-drainage 5500 Metre 1963.00 10796500.00

4.6 MR 500 mm dia R.C.C pipe-drainage 750 Metre 2225.00 1668750.00

4.7 MR 600 mm dia R.C.C pipe-drainage 1350 Metre 2486.00 3356100.00

4.8 MR 600 mm dia R.C.C pipe-for road crossing 6000 Metre 2879.00 17274000.00

4.9 MR 700 mm dia R.C.C pipe-drainage 2100 Metre 2879.00 6045900.00

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4.10 MR 800 mm dia R.C.C pipe-drainage 2000 Metre 3402.00 6804000.00

4.11 MR 900 mm dia R.C.C pipe-drainage 1100 Metre 3926.00 4318600.00

4.12 MR 1000 mm dia R.C.C pipe-drainage 1200 Metre 5889.00 7066800.00

4.13 MR 1100 mm dia R.C.C pipe-drainage 700 Metre 7067.00 4946900.00

4.14 MR 1200 mm dia R.C.C pipe-drainage 1200 Metre 9030.00 10836000.00

4.15 MR 1400 mm dia R.C.C pipe-drainage 1400 Metre 9815.00 13741000.00

4.16 MR 1600 mm dia R.C.C pipe-drainage 1600 Metre 11254.00 18006400.00

5 MR Providing and laying cement concrete 1:5:10 (1 cement : 5

fine sand : 10 graded stone aggregate 20 mm nominal size)

alround S.W./RCC pipes including bed concrete as per

standard design:

5.1 250 mm dia R.C.C pipe-sewerage RO Metre 1309.00

5.2 300 mm dia R.C.C pipe-sewerage RO Metre 1570.00

5.3 MR 400 mm dia R.C.C pipe-sewerage 1900 Metre 2159.00 4102100.00

5.4 MR 500 mm dia R.C.C pipe-sewerage 1750 Metre 2552.00 4466000.00

6 2.6 Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in

depth 1.5m in width as well as 10 sqm on plan) including

disposal of excavated earth, lead upto 50m and lift upto

1.5m, disposed earth to be leveled and neatly dressed. (For

7 19.9 Constructing brick masonry circular type manhole 0.91 m

internal dia at bottom and 0.56m dia at top in cement mortar

1:4 (1 cement : 4 coarse sand), inside cement plaster 12

mm thick with cement mortar 1:3 (1 cement : 3 coarse

sand) finished with a floating coat of neat cement,

foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6

graded stone aggregate 40 mm nominal size), and making

necessary channel in cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate 20 mm nominal

size) finished with a floating coat of neat cement, all

complete as per standard design :

19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty,

HD-20 grade designation) 560 mm internal diameter

conforming to I.S. 12592, total weight of cover and frame to

be not less than 182 kg., fixed in cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size) including centering, shuttering all complete.

(Excavation, foot rests and 12mm thick cement plaster at

the external surface shall be paid for separately) :

7.1 19.9.1.1 With common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 -sewerage 254500.00

7.2 19.9.1.1 With common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 -drainage 636250.00

7.3 19.10 Extra depth for circular type manhole 0.91m internal dia (at

bottom) beyond 0.91 m to 1.67 m

7.3.1 19.10.1 With common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 75918.00

8 19.11 Constructing brick masonry circular manhole 1.22 m

internal dia at bottom and 0.56 m dia at top in cement

mortar 1:4 (1 cement :4 coarse sand) inside cement plaster

12 mm thick with cement mortar 1:3 (1 cement : 3 coarse

sand) finished with a floating coat of neat cement

foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 40 mm nominal size) and making

necessary channel in cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate 20 mm nominal

size) finished with a floating coat of neat cement, all

complete as per standard design :

19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD-

20 grade designation) 560 mm internal diameter

conforming to I.S. 12592, total weight of cover and frame to

be not less than 182 kg. fixed in cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size) including centering, shuttering all complete.

(Excavation, foot rests and 12 mm thick cement plaster at

the external surface shall be paid for separately) :

8.1 19.11.1. With common burnt clay F.P.S. (non modular) bricks of

1 class designation 7.5-sewerage 1482165.00

8.2 19.11.1. With common burnt clay F.P.S. (non modular) bricks of

1 class designation 7.5-drainage 5434605.00

8.3 19.12 Extra depth for circular type manhole 1.22 m internal dia (at

bottom) beyond 1.68 m to 2.29 m :

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8.3.1 19.12.1 With common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 493072.50

9 19.13 Constructing brick masonry circular manhole 1.52 m

internal dia at bottom and 0.56 m dia at top in cement

mortar 1:4 (1 cement : 4 coarse sand) inside cement

plaster 12 mm thick with cement mortar 1:3 (1 cement : 3

coarse sand) finished with a floating coat of neat cement,

foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 40 mm nominal size) and making

necessary channel in cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate 20 mm nominal

size) finished with a floating coat of neat cement, all

complete as per standard design :

19.13.1 2.30 m deep with SFRC Cover and frame (heavy duty HD-

20 grade designation) 560 mm internal diameter

conforming to I.S. 12592, total weight of cover and frame to

be not less than 182 kg. fixed in cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size) including centering, shuttering all complete.

(Excavation, foot rests and 12 mm thick cement plaster at

the external surface shall be paid for separately) :

9.1 19.13.1. With common burnt clay F.P.S. (non modular) bricks of

1 class designation 7.5-sewerage 2648455.00

9.2 19.13.1. With common burnt clay F.P.S. (non modular) bricks of

1 class designation 7.5-drainage 29133005.00

9.3 19.14 Extra depth for circular type manhole 1.52 m internal dia (at

bottom) beyond 2.30 m :

9.3.1 19.14.1 With common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 2277185.00

10 19.27 Constructing brick masonry road gully chamber 50x45x60

cm with bricks of class designation 75 in cement mortar 1:4

(1 cement : 4 coarse sand) including 500x450 mm pre-cast

R.C.C. horizontal grating with frame complete as per

standard design:

11 19.31 Extra depth beyond 45 cm of brick masonry chamber

11.1.1 With F.P.S. bricks 50 Metre 6117 305850.00

12 MR Providing orange colour safety foot rest of minimum 6 mm

thick plastic encapsulated as per IS: 10910 on 12 mm dia

steel bar conforming to IS : 1786 having minimum cross

section as 23 mm x 25 mm and over all minimum length

263 mm and width as 165 mm with minimum 112 mm

space between protruded legs having 2 mm tread on top

surface by ribbing or chequering besides necessary and

adequate anchoring projections on tail length on 138 mm as

per standard drawing and suitable to with stand the bend 8050 Each 589.00 4741450.00

test and chemical resistance test as per specification and

having manufacture's permanent identification mark to be

visible even after fixing, including fixing in manholes with 30

x 20 x 15 cm cement concrete block 1:3:6 (1 cement : 3

coarse sand : 6 graded stone aggregate 20 mm nominal

size) complete as per design.

13 MR Providing and supplying Fiber Reinforced Polymer (FRP)

manhole cover with frame, size of 600x600mm clear

opening (Outer Frame size of 740x740mm) manufactured

with Glass Fiber Reinforced composite materials made

of a polymer matrix with reinforced by glass fiber mat

of multiple layers are specially designed and arranged by

suitable process of Hydraulic Mold pressing technique

having inbuilt liquid pigments with anti-skid top surface, 950 Each 8428.00 8006600.00

corrosion-resistant material, mechanically tested as per IS

1726 / BS EN 124 . The cover shall be provided with lifting

arrangement and the frame with cover shall be fitted

properly with line and level. The manhole cover shall be

fixed with cement concrete mortar of M-20 Or as directed

by the engineer-in charge.

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14 MR Providing and supplying Fiber Reinforced Polymer (FRP)

Saucer Drain , size of 380x600x75 MM thick for fire tender

load bearing capacity , manufactured with Glass Fiber

Reinforced composite materials made of a polymer

matrix with reinforced by glass fiber mat of multiple

layers are specially designed and arranged by suitable 21750 Each

process of Hydraulic Mold pressing technique having inbuilt

liquid pigments, corrosion-resistant material, mechanically

tested as per IS 1726 / BS EN 124 . Including base

preparation PCC bed , joint sealing, Leveling for

aesthtically appealing . 3664.00 79692000.00

15 MR Providing and supplying Fiber Reinforced Polymer (FRP)

Gully Grating with frame, size of 300x300mm clear

opening (Outer Frame size of 410x410mm) slit pattern ,

manufactured with Glass Fiber Reinforced composite

materials made of a polymer matrix with reinforced by

glass fiber mat of multiple layers are specially designed

and arranged by suitable process of Hydraulic Mold RO Each

pressing technique having inbuilt liquid pigments with anti-

skid top surface, corrosion-resistant material, mechanically

tested as per IS 1726 / BS EN 124 . The Rectangle grating

have its own space with special feature maintain with

Continuity of water drainge chamber which has an

atrractive view . 5496.00

16 MR Providing and fixing G.I. pipes complete with G.I. fittings

including trenching and refilling etc.Pumping main from

STP Up to external manholes.

16.1 MR 150 mm dia nominal bore 1000 Metre 2745.00 2745000.00

17 MR Making connection of sewer line with existing sewer man

hole including breaking into & making good the walls, floors,

road etc. Proper water proofing to ensure no. ground water

seepage in the man hole PVC foot rest at 300 mm spacing

and making channels in 1:2:4cement concrete neatly

finished including SFRC cover & frame with necessary

centering and shuttering, reinforcement, excavation in all

kind of soil de-watering, refilling, watering, ramming and

removing of surplus excavated earth making good the

same complete as required. Contractor submit the

structural design & drawing for approval of project

18 MR Making connection of storm water line with existing storm

water manhole or storm water drain including breaking into

and making good the walls, floors, road etc. with cement

concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded

stone aggregate, 20 mm nominal size) cement plastered on

both sides with cement mortar 1:3 (1 cement : 3 coarse

sand) finished with floating coat of neat cement and

benching, fixing pipe & making necessary channel.

18.1 MR For pipe 400 to 1600 mm dia pipes. 10 Each 60852.00 608520.00

Total Carried to Summary 76585963.65 414495400.00

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2023 (Rs.) (Rs.) (Rs.) Amount (Rs.)

SUB HEAD - II - EXTERNAL WATER SUPPLY

1 MR Supply ,and installtion of Ductile Iron Class K- 9 pipe in

standard length lSI mark conforming to I.S. 8329 Including

with all Grooved fittings and other assesciores . Pipe to be

cut grooved and plan end for Grooved coupling and fitting

to be installed . No flanging or welding to be allowed for

1.1 110 mm-connection to DWS tank 1800 Metre 1570.00 2826000.00

1.2 160 mm-for irrigation tap off 600 Metre 2094.00 1256400.00

1.3 250 mm-DWS Ring main RO Metre 2944.00

1.4 200 mm-municipal line 1350 Metre 2486.00 3356100.00

1.5 300 mm-DWS Ring main 5000 Metre 3533.00 17665000.00

2 MR Supply and installation of Grooved coupling for DI pipe

conforming A-536, Grade 65-45-12.

3 MR Supply and installation of DI Grooved end Outlet Tee/

4 MR Supply and installation of DI Grooved Tee

5 MR Supply and installation of DI Grooved Elbow

6 MR Supply and installation of DI Grooved Reducer

7 18.33 Constructing masonry Chamber 60 x 60 x 75 cm, inside

with 75 class designation brick work in cement mortar 1:4

(1 cement : 4 fine sand) for sluice valve, with C.I. surface

box 100mm top diameter, 160 mm bottom diameter and180

mm deep (inside) with chain lid and RCC top slab 1:2:4 mix

(1 cement : 2 coarse sand : 4 graded stone aggregate

20mm nominal size) necessary excavation foundation

concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone

aggregate 40 mm nominal size) and inside plastering with

cement mortar 1:3 (1 cement :3 coarse sand) 12 mm thick

finished with a floating coat of neat cement complete as per

standard design.

8 18.32 Constructing masonry Chamber 30 x 30 x 55 cm, inside

with 75 class designation brick work in cement mortar 1:4

(1 cement : 4 fine sand) for sluice valve, with C.I. surface

box 100mm top diameter, 160 mm bottom diameter and180

mm deep (inside) with chain lid and RCC top slab 1:2:4 mix

(1 cement : 2 coarse sand : 4 graded stone aggregate

20mm nominal size) necessary excavation foundation

concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone

aggregate 40 mm nominal size) and inside plastering with

cement mortar 1:3 (1 cement :3 coarse sand) 12 mm thick

finished with a floating coat of neat cement complete as per

standard design.

9 18.41 Providing and filling sand of grading zone V or coarser

grade alround the G.I. pipes in external work.

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10 MR Providing and fixing D.I. grovved end sluice valves (with

cap) complete with bolts, nuts, rubber insertions etc. (the

tail pieces if required will be paid separately) :

10.1 160 mm dia nominal bore-irrigation 16 Each 192068.00 3073088.00

10.2 100 mm dia nominal bore-UGT 15 Each 141916.00 2128740.00

10.3 300 mm dia nominal bore-MAIN RING 5 Each 540112.00 2700560.00

10.4 200 mm dia nominal bore-MAIN RING 2 Each 288614.00 577228.00

11 MR Providing and fixing D.I. grooved end drain valve of

approved quality with bolts, nuts, rubber insertions etc.

complete in all respect.

11.1 160 mm dia nominal bore-irrigation 16 Each 192068.00 3073088.00

11.2 100 mm dia nominal bore-UGT 15 Each 141916.00 2128740.00

11.3 300 mm dia nominal bore-MAIN RING 5 Each 540112.00 2700560.00

11.4 200 mm dia nominal bore-MAIN RING 2 Each 288614.00 577228.00

12 MR Providing and fixing C.I. double acting air valve of approved

quality with bolts, nuts, rubber insertions etc. complete (The

tail pieces, tapers etc. )

12.1 160 mm dia nominal bore-irrigation 16 Each 192068.00 3073088.00

12.2 100 mm dia nominal bore-UGT 15 Each 141916.00 2128740.00

12.3 300 mm dia nominal bore-MAIN RING 5 Each 540112.00 2700560.00

12.4 200 mm dia nominal bore-MAIN RING 2 Each 288614.00 577228.00

13 18.59 Providing and fixing enclosed type water meter (bulk type)

conforming to IS : 2373 and tested by Municipal Board

complete with bolts, nuts, rubber insertions etc. (The tall

pieces if required will be paid separately)

13.1 18.60.3 160 mm dia nominal bore-irrigation 16 Each 8408.8 134540.80

13.2 18.60.2 100 mm dia nominal bore-UGT 15 Each 5468.35 82025.25

13.3 MR 300 mm dia nominal bore-MAIN RING 5 Each 16358.00 81790.00

13.4 18.60.4 200 mm dia nominal bore-MAIN RING 2 Each 9043.3 18086.60

14 MR Providing and fixing DI Grooved end Butter fly valve Rated

for PN16 pressure rating including rubber gasket, flanges,

nuts, bolts, washers & painting complete as required.

14.5 160 mm dia for Irrigation ring 50 Nos. 192068.00 9603400.00

15 MR Providing, fixing, joints and testing in position the following

UPVC Pipe conferming to IS:4985 of 10kg sqcm for garden

irrigation system cut to required length pipe to be laid below

level in trenches up to required depth, including excavation

in all kind of soil (hard rock) dewatering, refilling, watering,

ramming and removing the surplus excavated material and

putting 100 m sand alround and making good the same.

16 MR Providing & fixing in position 25 mm dia lawn hydrants

consisting of 25 mm dia Ball valve, GI nipple and threaded 400 Each

hose receiver complete as required. 1636.00 654400.00

17 18.33 Constructing masonry Chamber 60 x 60 x 75 cm, inside

with 75 class designation brick work in cement mortar 1:4

(1 cement : 4 fine sand) for sluice valve, with C.I. surface

box 100mm top diameter, 160 mm bottom diameter and180

mm deep (inside) with chain lid and RCC top slab 1:2:4 mix

(1 cement : 2 coarse sand : 4 graded stone aggregate

20mm nominal size) necessary excavation foundation

concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone

aggregate 40 mm nominal size) and inside plastering with

cement mortar 1:3 (1 cement :3 coarse sand) 12 mm thick

finished with a floating coat of neat cement complete as per

standard design.

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18 18.32 Constructing masonry Chamber 30 x 30 x 55 cm, inside

with 75 class designation brick work in cement mortar 1:4

(1 cement : 4 fine sand) for sluice valve, with C.I. surface

box 100mm top diameter, 160 mm bottom diameter and180

mm deep (inside) with chain lid and RCC top slab 1:2:4 mix

(1 cement : 2 coarse sand : 4 graded stone aggregate

20mm nominal size) necessary excavation foundation

concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone

aggregate 40 mm nominal size) and inside plastering with

cement mortar 1:3 (1 cement :3 coarse sand) 12 mm thick

finished with a floating coat of neat cement complete as per

standard design.

19 18.41 Providing and filling sand of grading zone V or coarser

grade alround the G.I. pipes in external work.

20 15.44 Dismantling G.I. pipes (external work) including excavation

and refilling trenches after taking out the pipes, manually/

by mechanical means including stacking of pipes within 50 RO Metre 149.8

metres lead as per direction of Engineer-in-charge :

21 15.45 Dismantling C.I. pipes including excavation and refilling

trenches after taking out the pipes, manually/ by

mechanical means breaking lead caulked joints, melting of

RO Metre 332.4

lead and making into blocks including stacking of pipes &

lead at site within 50 metre lead as per direction of

Engineer-in-charge:

22 15.51 Dismantling of road gully chamber of various sizes

including C.I. grating with frame including stacking of useful

materials near the site and disposal of unserviceable RO Each 958.75

materials within 50 metres lead including refilling the

23 Dismantling of MEP Services from the site.Like RCC Pipe

for drainage, sewerage,electrical and mislaneous etc. RO Lot

24 Shifting of MEP Services from the site.Like electrical cable

and mislaneous etc. 120000.00

25 Dismantling of manhole including R.C.C. top slab, C.I.

cover with frame, including stacking of useful materials

near the site and disposal of unserviceable materials within

50 m lead as per direction of Engineer-in-charge:

Circular manhole 122 cm diameter and 1.68 m deep RO Lot 30000.00

26 18.37.1 Constructing masonry Chamber 60x45x50 cm inside, in

brick work in cement mortar 1:4 (1 cement : 4 coarse sand)

for water meter complete with C.I. double flap surface box

400x200x200 mm (inside) with locking arrangement and

RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) , i/c

necessary excavation, foundation concrete 1:5:10 ( 1 20 Each 9698.55 193971.00

cement : 5 fine sand:10 graded stone aggregate 40 mm

nominal size) and inside plastering with cement mortar 1:3

(1 cement : 3 coarse sand) 12 mm thick, finished with a

floating coat of neat cement complete as per standard

27 18.60.1 Providing and fixing enclosed type water meter (bulk type)

conforming to IS : 2373 and tested by Municipal Board

complete with bolts, nuts, rubber insertions etc. (The tail 20 Each 3627.65 72553.00

pieces if required will be paid separately) : 80 mm dia

28 MR Excavation: Earth work in excavation for trenches and the

thrust block pit, including excavation for pipe sockets, 100 cum

dressing of sides, and ramming of the bottom. 523.00 52300.00

29 MR Concrete Work: Providing and laying PCC (Plain Cement

Concrete) thrust blocks with a specific mix ratio (e.g.,

1:2:4 or 1:4:8 cement:sand:aggregate), often using a 100 Each

specified aggregate size (e.g., 20mm or 40mm nominal

30 MR Backfilling and Disposal: Returning the excavated soil as

required in layers and consolidating it by ramming and

watering, including the disposal of surplus excavated

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DSR DSR Rate NSR Rate DSR Amount Non-DSR

Item no. Description of Item Qty Unit

2023 (Rs.) (Rs.) (Rs.) Amount (Rs.)

31 2.10 Earth Work in Excavation of required width for water supply

pipes including excavation for sockets and dressing of

sides, ramming of bottom depth upto 1.5 m including

getting out the excavated soil and then returning the soil as

required in layer not exceeding 20 cms in depth including

consolidating each deposited layers by ramming, watering

etc. and disposing of surplus excavated soil as directed

within a lead of 50 m. for all kinds of soil.

b) 2.10.1.2 Pipes, exceeding 80 mm dia but not exceeding 300 mm

32 MR Providing & laying in position S & S cast spun pipes

conforming to IS : 1536 class 'LA' including all fittings

conforming to IS : 1538 e.g. bends, tees, reducers, blank

flanges, tyton joints as per IS : 3144, effective proper 1000 Metre

connection, cutting chase hole in walls & floors and making

good wherever required including thrust blocks at bends.

33 MR Making connection to existing city water main by tapping to

gunmetal ferrule of 25 mm dia including excavation, bailing

out water and filling back the excavated earth & C.I. water

meter chamber cover, cutting & threading the pipe etc. 12 Each

getting approval from concerned authorities. (Contractor to

include cost of all liasion works required to complete the

34 Providing sand cast iron drop connection externally for 60

cm drop from branch sewer line to main sewer manhole

including inspection and cleaning eye with chain and lid,

sand cast iron drop pipe and bend encased all-round with

cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded

stone aggregate 40 mm nominal size) with all centering and

shuttering required, cutting holes in walls and making good

with brick work in cement mortar 1:4 (1 cement : 4 coarse

sand) plastered with cement mortar 1:3 (1 cement : 3

coarse sand) on inside of the manhole wall, lead caulked

joints between sand cast iron pipes and fittings, stiff cement

mortar 1:1 (1 cement : 1 fine sand) joints between sand

cast iron tee and S.W. pipe, making required channels

complete as per standard design and specifications :

34.1 250 mm dia sand cast iron drop connection 10 32062.00 320620.00

35 Extra for depths beyond 60 cm of sand cast iron drop

connection complete:

35.1 For 250 mm dia sand cast iron drop connection 10 13741.00 137410.00

35.2 300 mm dia sand cast iron drop connection 10 16358.00 163580.00

36 Extra for depths beyond 60 cm of sand cast iron drop

connection complete:

36.1 For 300 mm dia sand cast iron drop connection 10 16358.00 163580.00

36.2 400 mm dia sand cast iron drop connection 10 18714.00 187140.00

37 Extra for depths beyond 60 cm of sand cast iron drop

connection complete:

37.1 For 400 mm dia sand cast iron drop connection 10 18714.00 187140.00

37.2 500 mm dia sand cast iron drop connection 10 22509.00 225090.00

38 Extra for depths beyond 60 cm of sand cast iron drop

connection complete:

38.1 For 500 mm dia sand cast iron drop connection 10 22509.00 225090.00

Total Carried to Summary 19857312.58 165187685.00

Digitally signedPage

BOQ_Electrical Cabling_Street Light Poles Allied Works

Project:-Redevelopment of GPRA Colony at Sarojini Nagar, New Delhi – SH: External Lighting work

(SH: SITC OF EXTERNAL ROAD WORK)

4_ELECTRICAL CABLING STREET LIGHT POLES & ALLIED WORKS

SCHEDULE OF QUANTITIES

S. No. DSR Description of Items Total Qty Unit DSR MR Rate DSR Amount MR Amount

SUB-HEAD - I - EXTERNAL LIGHTING

6 Mtr Street Light

1.00 8.14. LED Street light fixture, powder coated pressure

die cast aluminium body (System lumen efficacy

Supplying, Installation, Testing & Commissioning of Street light LED fixture, powder

coated pressure die cast aluminium body with built in or separate driver as per the

requirement with Driver efficiency >85%, Input voltage: 140-270 Volt AC, frequency

50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E

as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P.

F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection,

EMI-EMC as per CISPR-15, lenses for beam angle as per IESNA type I/II/III as per the

width of the road and the project requirement., suitable to fit in up to 65mm dia pipe,

life time (LED,Driver & electrical circuitary) of minimum 50000 Burning Hours with

70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11

report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard

Deviation Color Matching) <5, Maximum power consumption should not more than

the specified rating and Fixture shall be of relevant BIS standard complete in all respect

i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor

single core cable and earthing etc. as required with Minimum 5 year OEM warranty.

System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test report and all testing

required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as

approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink

of aluminium housing such that LED junction

temperature shall not rise above 90°C).

2.00 MR 6 mtr GI Pole

Supply, Installation, Testing and Commissioning of 6mtr GI pole, Pole should have

Anti rust coating & should be PU Painted, 4 nos of foundation nut & bolt(20mm dia &

700 mm long with templates) with a base plate of 350mmx350mm, Base Plate thickness-

20 mm. GI Pole Thickness- 3.0mm. Pole OD should be 114 mm dia with inbuilt junction

box. Pole Should have with single arm or Double Arm as per requirement at site. Pole

should have a din rail for MCB mounting provision with Bakelite sheet and 32 mm

Electrical Connector with Bubble sheet Packing complete as required.

3.00 MR 6 mtr GI Pole with Solar system

Supply and Installation of integrated All-in-One Solar LED Streetlight luminaire

consisting of solar panel, battery, PIR Sensor and charger built into the luminaire, with

minimum system lumen output of 12000 lumens. System efficacy should be ≥180lm/W.

Wattage of luminaire should not exceed 66W. Luminaire should have minimum panel

capacity of 120Wp Mono and LiFePo4 battery capacity of minimum 25.6V 24AH. AIO

luminaire should be with PIR sensor with suitable dimming profile to ensure autonomy

of 2nights. The luminaire shall have a specially designed pole mounting piece that

enables lateral as well as post top mounting and installation at varying tilts from 0 to 15

degrees for optimal light distribution. Luminaire should be IP65 protected, IK 08

impact resistance certified with corrosion proof extruded aluminum housing. LiFePO4

battery should be of minimum 2000 cycle life class. Panel type : Mono Crystalline Panel

with solar module efficiency≥17% for faster charging. Charge controller should be

MPPT type, dusk to dawn operation. LM80 and LM79 report from 3rd party NABL

accredited lab must be submitted along with the bid.The product shall comply to

IEC60598-2-3 for Safety of Luminaire for Road and Street Lighting, IEC 62109-1 for

Safety of Power Converters used in solar Panel Equipment, IEC 62133 & UL1642 for

Safety of Lithium Ferro Phosphate Battery and IEC 61730-1,2 & IEC 61215 for Safety of

Solar Panel Module.

9 Mtr Street Light

4.00 8.14. LED Street light fixture, powder coated pressure

die cast aluminium body (System lumen efficacy

Digitally signed 1 VARUN

Project:-Redevelopment of GPRA Colony at Sarojini Nagar, New Delhi – SH: External Lighting work

(SH: SITC OF EXTERNAL ROAD WORK)

4_ELECTRICAL CABLING STREET LIGHT POLES & ALLIED WORKS

SCHEDULE OF QUANTITIES

S. No. DSR Description of Items Total Qty Unit DSR MR Rate DSR Amount MR Amount

Supplying, Installation, Testing & Commissioning of Street light LED fixture, powder

coated pressure die cast aluminium body with built in or separate driver as per the

requirement with Driver efficiency >85%, Input voltage: 140-270 Volt AC, frequency

50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E

as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P.

F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection,

EMI-EMC as per CISPR-15, lenses for beam angle as per IESNA type I/II/III as per the

width of the road and the project requirement., suitable to fit in up to 65mm dia pipe,

life time (LED,Driver & electrical circuitary) of minimum 50000 Burning Hours with

70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11

report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard

Deviation Color Matching) <5, Maximum power consumption should not more than

the specified rating and Fixture shall be of relevant BIS standard complete in all respect

i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor

single core cable and earthing etc. as required with Minimum 5 year OEM warranty.

System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test report and all testing

required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as

approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink

of aluminium housing such that LED junction

temperature shall not rise above 90°C).

5.00 MR 9 mtr GI Pole with Single 1 mtr. bracket

Supply, Installation, Testing and Commissioning of 9mtr GI pole with 1 mtr. Single

bracket, Pole should have Anti rust coating & should be PU Painted, 4 nos of

foundation nut & bolt(20mm dia & 700 mm long with templates) with a base plate of

350mmx350mm, Base Plate thickness- 20 mm. GI Pole Thickness- 3.0mm. Pole OD

should be 114 mm dia with inbuilt junction box. Pole Should have with single arm or

Double Arm as per requirement at site. Pole should have a din rail for MCB mounting

provision with Bakelite sheet and 32 mm Electrical Connector with Bubble sheet

Packing complete as required.

6.00 MR 9 mtr GI Pole with Double bracket 1 mtr. Each

Supply, Installation, Testing and Commissioning of 9mtr GI pole with 1 mtr. double

bracket, Pole should have Anti rust coating & should be PU Painted, 4 nos of

foundation nut & bolt(20mm dia & 700 mm long with templates) with a base plate of

350mmx350mm, Base Plate thickness- 20 mm. GI Pole Thickness- 3.0mm. Pole OD

should be 114 mm dia with inbuilt junction box. Pole Should have with single arm or

Double Arm as per requirement at site. Pole should have a din rail for MCB mounting

provision with Bakelite sheet and 32 mm Electrical Connector with Bubble sheet

Packing complete as required.

7.00 MR 9 mtr GI Pole with Solar system

Supply and Installation of integrated All-in-One Solar LED Streetlight luminaire

consisting of solar panel, battery, PIR Sensor and charger built into the luminaire, with

minimum system lumen output of 12000 lumens. System efficacy should be ≥180lm/W.

Wattage of luminaire should not exceed 66W. Luminaire should have minimum panel

capacity of 120Wp Mono and LiFePo4 battery capacity of minimum 25.6V 24AH. AIO

luminaire should be with PIR sensor with suitable dimming profile to ensure autonomy

of 2nights. The luminaire shall have a specially designed pole mounting piece that

enables lateral as well as post top mounting and installation at varying tilts from 0 to 15

degrees for optimal light distribution. Luminaire should be IP65 protected, IK 08

impact resistance certified with corrosion proof extruded aluminum housing. LiFePO4

battery should be of minimum 2000 cycle life class. Panel type : Mono Crystalline Panel

with solar module efficiency≥17% for faster charging. Charge controller should be

MPPT type, dusk to dawn operation. LM80 and LM79 report from 3rd party NABL

accredited lab must be submitted along with the bid.The product shall comply to

IEC60598-2-3 for Safety of Luminaire for Road and Street Lighting, IEC 62109-1 for

Safety of Power Converters used in solar Panel Equipment, IEC 62133 & UL1642 for

Safety of Lithium Ferro Phosphate Battery and IEC 61730-1,2 & IEC 61215 for Safety of

8.00 Supplying and drawing following sizes of PVC insulated PVC sheathed copper

conductor unarmoured multicore cable in the existing poles and bracket from cable

termination connector to the fitting i/c providing suitable copper lugs connections etc.

complete in all respect as required.

Digitally signed 2 VARUN

Project:-Redevelopment of GPRA Colony at Sarojini Nagar, New Delhi – SH: External Lighting work

(SH: SITC OF EXTERNAL ROAD WORK)

4_ELECTRICAL CABLING STREET LIGHT POLES & ALLIED WORKS

SCHEDULE OF QUANTITIES

S. No. DSR Description of Items Total Qty Unit DSR MR Rate DSR Amount MR Amount

9.00 15.16 Supplying and laying of following size DWC HDPE pipe ISI marked along with all

accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with

fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including

excavation and refilling the trench but excluding sand cushioning and protective

covering etc., complete as

9.1 15.16.2 90 mm dia (OD-90 mm & ID-76 mm nominal)

10.00 Supply of following size of 1.1KV grade multicore aluminium conductor XLPE

insulated and PVC sheathed armoured cable in existing trenches/ Hume pipe/in

ground as per IS : 7098:1988 with upto date amendments complete in all respect as

11.0 10.5 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV

grade of following size in the existing RCC/ HUME/ METAL pipe as required

12.00 11.1 Supplying and making end termination with brass compression gland and aluminium

lugs for following size of PVC insulated and PVC sheathed / XLPE

aluminium conductor cable of 1.1 KV grade as required

12.3 11.1.22 3.5 Core 50 Sqmm. Al armd Cable

13.00 15.14 Providing, laying and fixing following dia RCC pipe NP 2 class (light duty) in ground

complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand)

including trenching (75 cm deep) and refilling etc. as required.

14.00 5.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and

providing masonry enclosure with cover plate having locking arrangement and

watering pipe etc. with charcoal/ coke and salt as required.c with cover & chamber.

Complete in all respects as per direction of E/I.

15.00 5.18 Providing and fixing 6 SWG dia GI wire on surface / in pipe / in trench for loop

earthing along with the existing surface / recess conduit / submain wiring / cable as

Digitally signed 3 VARUN

Project:-Redevelopment of GPRA Colony at Sarojini Nagar, New Delhi – SH: External Lighting work

(SH: SITC OF EXTERNAL ROAD WORK)

4_ELECTRICAL CABLING STREET LIGHT POLES & ALLIED WORKS

SCHEDULE OF QUANTITIES

S. No. DSR Description of Items Total Qty Unit DSR MR Rate DSR Amount MR Amount

16.0 MR Feeder Pillar for External Lighting

Supply, assembly, erection, connecting, testing & commissioning of LT weather proof

dust and vermin proof, outdoor feeder pillar, double door ,fabricated out of suitable

sized angle iron and flats and covered with 3mm thick CRCA sheet steel including

canopy, duly stove enamel painted, both sides (front and rear) openable with locking

arrangement, rubber gasket cable glands, etc. Bakelite phase separators and bus bar

supports including PCC 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm

nominal size) foundation, 450 mm deep and 150 mm above the ground. The feeder

pillars shall be complete with 3 phase and neutral bus bars of capacities as described

below and moulded case circuit breakers (MCCBs) with adjustable overload relays for

incomers and outgoing circuits (including ON indication for each MCCB to be

provided), complete in all respects as per specifications as required.

a) 1 No.100A TPN MCCB 25KA with thermal magnetic release with o/c, s/c protection

release all indication, front operating hand & door interlock

b TPN bus bar of 150A rating

c) 70A, 4P Contactor - 1 No.

d) Astronomical Time Switch with daily dial - 1 No.

e) Auto Manual Selector Switch - 1 No.

17 All MCCB with microprocessor release, (Ics= lcu) with O/L, S/C & built-in earth

fault protection. All MCCB with thermal magenetic release shall have external earth

Digitally signed 4 VARUN

BOQ_Horticulture Part_1

5 PART 1: Bill of Quantity (BOQ) :HORTICULTURE : Bill of Quantity

REF. DSR 2025 RATE

S.No DESCRIPTION OF ITEM (HORTI. & UNIT QTY AMOUNT (Rs)

Supplying and stacking of good earth at site including royalty

1.01 upto 5 km lead complete (earth measured in stacks will be 2.2 Cum 8444 803.75 6786463.13

20% for payment).

Digging holes in ordinary soil and refilling the same with the

earth mixed with manure or sludge in the ratio of 2:1 by

volume (2 parts of

stacked volume of earth after reduction by 20% : 1 part of

of manure after reduction by 8%) flooding with water,

dressing including

removal of rubbish and surplus earth, if any, with all leads and

manure, sludge or extra good earth if needed to be paid for

2.01 Holes 1.2 m dia and 1.2 m deep.ORNAMENTAL 2.14.1 NOS 2195.00 362.75 796236.25

Mixing earth and sludge or manure in the required

proportion specified or directed by the Officer-in-

Plantation of Trees, Shrubs, and Hedge at site i/c watering and

2.03 unserveiceable material’s as per direction of officer in charge 2.57

cast of plant & water)

SUB TOTAL 872241.20

3 PALM PLANTING

Digging holes in ordinary soil and refilling the same with the

exca-vated earth mixed with manure or sludge in the ratio of

2:1 by volume (2 parts of stacked volume of earth after

reduction by 20% : 1part of stacked volume of manure after

reduction by 8%) flooding with water, dressing including

removal of rubbish and surplus earth, if any with all leads and

lifts (cost of manure, sludge or extra good earth if needed to

be paid for separately):

3.02 Holes 45 cm dia, and 45 cm deep. 2.14.4 Nos. 50 20.65 1032.50

Digitally signed by VARUN

Mixing earth and sludge or manure in the required

3.03 proportion specified or directed by the Officer-in- 2.9 Cu.M 5 55.7 251.76

Plantation of Trees, Shrubs, and Hedge at site i/c watering and

3.04 unserveiceable material’s as per direction of officer in charge 2.57

cast of plant & water)

Trees Plant 2.57.2 each 10 9.45 94.50

4 SHRUBS/HEDGES

Preparation of beds for hedging and shrubbery by excavating

and trenching the excavated base to a further depth of 30 cm,

excavated earth after breaking clods and mixing with sludge

the ratio of 8:1 (8 parts of stacked volume of earth after

reduction by 20%:

one part of stacked volume of sludge or manure after

flooding with water, filling with earth if necessary, watering

and finally fine

dressing, leveling etc. including stacking and disposal of

materials declared

unserviceable and surplus earth by spreading and leveling as

within a lead of 50 m, lift up to 1.5 m complete (cost of

sludge, manure or

extra earth to be paid for separately)

Mixing earth and sludge or manure in the required

4.01 proportion specified or directed by the Officer-in- 2.9 Cu.M 1501 55.7 83624.27

Plantation of Trees, Shrubs, and Hedge at site i/c watering and

4.02 unserveiceable material’s as per direction of officer in charge 2.57

cast of plant & water)

5 GROUND COVERS

Plantation of Trees, Shrubs, and Hedge at site i/c watering and

unserveiceable material’s as per direction of officer in charge 2.57

cast of plant & water)

Mixing earth and sludge or manure in the required

5.02 proportion specified or directed by the Officer-in- 2.9 Cu.M 188 55.7 10443.75

Digitally signed by VARUN

Supplying and stacking at site dump manure from approved

source, including carriage upto

5 km lead complete (manure measured in stacks will be

reduced by 8% for payment) :

6.1 Screened through sieve of I.S. designation 20mm 2.4.1 Cu.M 2685 391.35 1050968

Supplying and stacking of well decayed cattle manure at site

6.2 royalty and carriage upto 5 k.m.lead complete (Cattle manure 2.25 Cu.M 2685 667.1 1791493

stacks will reduced by 8% for Payment).

Mixing earth and sludge or manure in the required

6.3 proportion specified or directed by the Officer-in- 2.9 Cu.M 2685 55.7 149582

Spreading of sludge, dump manure and/or good earth in

required thickness

6.4 as per direction of officer-in-charge (cost of sludge, dump 2.8 Cu.M 2685 79.7 214034

good earth to be paid separately).

7 SITE PREPARATION

Site preparation by tractor impliments basic rates

7.01 Hire and running charges of tipper OO17 day 10 4200 42000.00

7.02 Hire and running charges of loader OO18 day 10 6700 67000.00

7.03 Tractor with ripper attachement OO38 day 10 1350 13500.00

7.04 Tractor with trolley OO39 day 10 1350 13500.00

Supply at site and applying of chemical fertilizer before or

after as per requirement, includding all cartage, leads and

lifts, loading and unloading , transport and all taxes and

A Urea / Ammonium Sulphate (30gm/M²) M.R Kgs 844.35 13.00 10976.55

D NEEM COATED UREA 844.35 20.00 16887.00

A Provision of insecticides (10ml IN 10 ltr/M²) M.R SQ M 28145 10.00 281450.00

TOTAL 281450.00

GRAND TOTAL (PART 1) 16520138.29

GRAND TOTAL (PART 1) 16520138.29

DSR ITEMS 16134833.24

NON DSR ITEMS 385305.05

Digitally signed by VARUN

BOQ_Horticulture Part_2

5 PART 2_BILL OF QUANTITES - HORTICULTURE

Sl No. Description Quantity 1 Quantity 2 Unit Rate ROAD Amount

Providing and stacking of Bauhinia purpurea (Kachnar) of height

1 150-165 cm. in big poly bags of size 25 cm as per direction of 54.15

the officer-in-charge. 155.00 0.00 each 8393.25

Providing and stacking of Bombax ceiba of height 150-165 cm.

2 in big poly bags of size 25 cm as per direction of the officer-in- 75.85

Providing and stacking of Cassia fistula (Amaltash) of height 120-

3 135 cm.in big poly bags of size 25 cm as per direction of the 69.80

officer-in-charge. 280.00 5.00 each 19893.00

Providing and stacking of Plumeria alba dwarf dwarf of height 90-

Horticulture - 105 cm. with 3-4 branches and thick stem in big size HDPE bags

7.71 as per direction of the officer-in-charge. 280.00 5.00 each 231562.50

Providing and stacking of Cassia siamea of height 150-165 cm.

5 in big poly bags of size 25 cm as per direction of the officer-in- 72.20

Providing and stacking of Callistemon lanceolatus of height 150-

6 165 cm. in big poly bags of size 25 cm as per direction of the 72.20

officer-in-charge. 155.00 5.00 each 11552.00

Providing and stacking of Plumeria rubra of height 120-150 cm.

Horticulture - with 3-4 branches and thick stem in big size HDPE bags as per

7.72 direction of the officer-in-charge. 280.00 10.00 each 125671.50

Providing and stacking of Delonix regia (Gulmohar) of height 150-

Horticulture - 165 cm. in big poly bags of size 25 cm as per direction of the

7.24 officer-in-charge.

TOTAL 471133.75

PALM ( Stem height to be considered for height)

Providing and Displaying Foxtail palm (Wodyetia bifurcata) well

Horticulture - developed with fresh & healthy foliage of ht. 210 to 240 cm in big

1 40 cm Cement Pot as per direction of the officer-in-charge.

Providing and stacking of Phoenix sylvestris Roxb. (Wild date

Horticulture - palm/khajur) of height 150-165 cm. in Big HDPE Bag as per

7.63 direction of the officer-in-charge.

Providing and Displaying Cycus revoluta in 35 cm challi,

Horticulture - specimen , having 30 to 40 with fresh and healthy, leaves having

5.14 25cm to 30cm circumfrance of base stem well developed as per

direction of the officer-in-charge. 200 50 each 1295.50 323875.00

TOTAL 633828.50

Providing and stacking of Ficus panda of height 30-45 cm. with 3-

1 4 branches and healthy foliage in p.bag of size 20 cm as per

direction of the officer-in-charge. 8568 139 each 38.50 335222.70

Providing and stacking of Ficus benjamina (green) of height 120-

2 135 cm. with 6-8 branches and lush green foliage in g. bags of

size 25 cm as per direction of the officer-in-charge. 8568 139 each 114.35 995654.96

Providing and stacking of Hamelia patens of height 30-45 cm.

Horticulture - with 3-4 branches in poly bags of size 20 cm as per direction of

8.31 the officer-in-charge.

Providing and stacking of Tabernaemontana divaricata (Chandni

Horticulture - double) of height 45-60 cm. in earthen pots of size 20 cm as per

8.64 direction of the officer-in-charge. 8568 139 each 36.10 314325.70

Providing and stacking of Hibiscus variegated of height 45-60

5 cm. with 3-4 branches and healthy variegated foliage in earthen

pots of size 20 cm as per direction of the officer-in-charge. 8568 139 each 48.15 419246.06

Providing and stacking of Plumbego capensis well developed

Horticulture - with fresh and healthy 30 to 45 cm ht., with bloom in 20 cm

6 Earthen Pot/Plastic Pot as per direction of the officer-in-charge.

Providing and stacking of Clerodendrum inerme having ht. 25 cm

Horticulture - to 30 cm multi branched in 20 cm size of Earthen Pot/Plastic Pot

6.6 & as per direction of the officer-in-charge.

Providing and stacking of Murraya exotica of height 45-60 cm. in

8 poly bags of size 15 cm as per direction of the officer-in-charge.

Digitally signed by VARUN

Sl No. Description Quantity 1 Quantity 2 Unit Rate ROAD Amount

Providing and stacking of Ophiopogon jaburan (variegated ), full

Horticulture - of variegated leaves in 15 cm size of Earthen Pot/Plastic Pot &

6.20 as per direction of the officer-in-charge. 14605 197 each 24.05 356003.29

Providing and stacking of Asparagus marrie, well developed 15

Horticulture - to 20 leaves, full of branches and foliage in 25 cm size of

6.3 Earthen Pot/Plastic Pot & as per direction of the officer-in-

Providing and stacking of Alternanthera species of height 15 cm

Horticulture - to 20 cm, full of branches and foliage in 15 cm size of Earthen

6.2 Pot/Plastic Pot & as per direction of the officer-in-charge.

Providing and stacking of Syngonium (Butterfly) variegated with

4 2-3 suckers healthy foliage in Earthen Pot/Plastic Pot of size 20

cm. as per direction of the officer-in-charge. 14605 197 each 33.70 498848.68

Providing and stacking of Duranta Golden, having ht.15 to 20 cm

Horticulture - bushty shape with fresh and healthy leaves in 15 cm size of

5 Earthen Pot/Plastic Pot & as per direction of the officer-in-

(PART-2 to PART7)

DSR ITEMS 6605975

Digitally signed by VARUN

Main Abstract of BOQ

SAROJINI NAGAR - EXTERNAL FOOTPATH, CYCLE TRACK, ROAD WORK , STORM WATER , STREET LIGHT

A. All Internal Roads

1 Civil Work- Bituminous Top Road Works 86,37,36,002

4 Electrical Cabling Street Light Poles & allied Works 1,65,23,300

Hence, correction factor on existing items of the DSR-2023 @ 0.973 on DSR-

Cost Index @3% on DSR-2023 Rates - Building Cost lndex of Delhi as on

O1.O4.2O24 with reference to Plinth Area Rates 01.04.2023 as base 100, as per

letter dated 11.09.2024; CENTRAL PUBLIC WORKS DEPARTMENT/No. DG/Cost

Total of DSR Items including Cost Index @3% 1,35,11,43,083 3,92,64,108

4 Electrical Cabling Street Light Poles & allied Works 4,01,90,321

Total Road Cost Non-DSR Items in Crores-"B" 1,01,35,73,788

Digitally signed by VARUN