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| # | Company | Amount |
|---|---|---|
| 1 | ₹204.1 Cr ATLAS TOWER 15 1 MILESTONE DELHI MATHURA ROAD NEAR METRO PILLAR NO 607 FARIDABAD 121003 HARYANA | ₹204.1 Cr |
Tender Value
₹248.3 Cr
EMD Value
₹2.5 Cr
Closing Date
30 Dec 2025, 11:00 amClosed
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)
NBCC/CPG/GPRA/Sarojini-Nagar/Pkg-XI/2025/551
NBCC/CPG/GPRA/Sarojini-Nagar/Pkg-XI/2025/551
Open Tender-Domestic
Civil Works General
New Delhi, Delhi
₹2.4 L
₹2.5 Cr
9 Dec 2025
9 Dec 2025
30 Dec 2025
30 Dec 2025
4 Feb 2026
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
Digitally signedPage
DSR DSR Rate NSR Rate DSR Amount Non-DSR
Item no. Description of Item Qty Unit
2023 (Rs.) (Rs.) (Rs.) Amount (Rs.)
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 :
Digitally signedPage
DSR DSR Rate NSR Rate DSR Amount Non-DSR
Item no. Description of Item Qty Unit
2023 (Rs.) (Rs.) (Rs.) Amount (Rs.)
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.
Digitally signedPage
DSR DSR Rate NSR Rate DSR Amount Non-DSR
Item no. Description of Item Qty Unit
2023 (Rs.) (Rs.) (Rs.) Amount (Rs.)
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
Digitally signedPage
DSR DSR Rate NSR Rate DSR Amount Non-DSR
Item no. Description of Item Qty Unit
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.
Digitally signedPage
DSR DSR Rate NSR Rate DSR Amount Non-DSR
Item no. Description of Item Qty Unit
2023 (Rs.) (Rs.) (Rs.) Amount (Rs.)
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.
Digitally signedPage
DSR DSR Rate NSR Rate DSR Amount Non-DSR
Item no. Description of Item Qty Unit
2023 (Rs.) (Rs.) (Rs.) Amount (Rs.)
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
Digitally signedPage
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
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