Redevelopment of GPRA Colony at Netaji Nagar, New Delhi- SH: Construction of Roads including allied structures and services including 02 years Operation and Maintenance (PKG- III B)

6 Total Amount in Rs. 403720966 241680542

8 Total Amount in Cr. 409712694.45 241772401.90

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

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

ramming, consolidating and dressing complete.

16.1 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 Sqm 7807.56 14574.63 4263.59 26645.78 218.90 58,32,762.22

the sub grade and disposal of surplus earthwith lead upto 50 metres.

16.2 Extra for compaction of earth work in embankment under optimum moisture -

4.0 conditions to give at least 95% of the maximum dry density (proctor density). Cum 3903.78 7287.32 2131.80 13322.89 24.85 3,31,073.87

Carriage of earth by Mechanical transport including loading, unloading & stacking.

16.78 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

6.0 roller to achieve the desired density, complete as per specifications and directions of

Engineer-in-Charge.

16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value- -

16.78.3 With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR -

16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR -

16.79 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

7.0 mechanical paverfinisher in sub- base / base course on well prepared surface and Cum 2342.27 4372.39 1626.58 8341.23 2914.30 2,43,08,853.29

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 :

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal -

16.80 Construction of dry lean cement concrete sub base over a prepared sub-grade with

coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation

after blending to be as per specifications, cement content not to be less than 150

9.00 optimum moisture content to be determined during trial length construction, concrete Cum 0.00 -

strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to

site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne

vibratory roller, finishing and curing etc. complete as per direction of Engineerin-

KERB STONE WORK

Digitally signed by VARUN

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

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

cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without

grooves (thickness of joints except at sharp curve shall not to more than 5mm),

including making drainage opening wherever required complete etc. as per direction of

Engineer-in-charge (length of finished kerb edging shall be measured for payment).

(Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Digitally signed by VARUN

13.62.1 Painting with synthetic enamel paint of approved brand and manufacture to give an

16.91 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

12.0 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.

16.91.1 60mm thick cement concrete paver block of M-35 grade with approved colour, design

16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. -

16.43 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/

runways, using cement content as per design mix, using coarse sand and graded stone

aggregate of 40 mm nominal size in appropriate proportions as per approved &

specified design criteria, providing dowel bars with sleeve/ tie bars wherever required,

laying at site, spreading and compacting mechanically by using needle and surface

vibrators, levelling to required slope/ camber, finishing with required texture, including

steel form work with sturdy M.S. channel sections, curing, making provision for

13.0 contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep)

by groove cutting machine, providing and filling joints with approved joint filler and

sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers,

sealants, dowel bars with sleeve/ tie bars to be paid separately).

Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used

as per design mix is payable/ recoverable separately.

16.43.2 Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site cum 11098.45

in transit mixer

16.62 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 experienced operator on road surface as per

14.0 direction of Engineer-in-charge and accordance with applicable specifications including Sqm 702.69 2307.67 729.08 3739.44 747.80 27,96,354.85

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

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

position and binding all complete .

Surface Dressing

16.26 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

surface for first coat and 1.1 kg. of bitumen per sqm with 1.00 cu. Sqm 7807.56 14574.63 4263.59 26645.78 311.85 83,09,487.88

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 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).

Digitally signed by VARUN

Providing and applying tack coat using bitumen emulsion conforming

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

cleaning with mechanical broom.

16.31.2 With medium setting bitumen emulsion

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)

16.00 16.63 over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated Sqm 1500.00 558.30 8,37,450.00

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

17.00 4.90 embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) Each 903.32 2248.87 711.10 0.00 3863.29 878.90 33,95,449.71

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.

18.00 5.90 Centering and shuttering including strutting, propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 5009.85 12469.41 3939.56 1119.25 22538.07 392.15 88,38,303.29 -

Walls (any thickness) including attached pilasters, butteresses, plinth and string -

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

19.00 5.33 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.

5.33.1 All works upto plinth level

Concrete of M25 grade with minimum cement -

content of 330 kg /cum

5.33.2 All works above plinth level upto floor V level

Concrete of M25 grade with minimum cement -

content of 330 kg /cum

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

16.50 in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) each 487.73 1214.56 383.73 0.00 2086.02 206.3 4,30,345.79

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.

21.00 16.52 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

base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled sqm 200.00 2189.15 4,37,830.00

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

engineer-in-charge.

Digitally signed by VARUN

8.20 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

8.2.2.2 Area of slab over 0.50 sqm 100.00 5136.30

8.2.3 Granite stone slab of all colour and texture except black,

Cherry/Ruby red

8.2.3.2 Area of slab over 0.50 sqm 100.00 3848.70

22.50 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. 720.00 617.05

(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- Sqm 720.00 1267.95

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

16.59 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

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.

16.59.1 Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750

16.59.2 Cautionary /warning sign boards of equilateral triangular shape having each side of 900

mm with support length of 3650 mm

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

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).

Digitally signed by VARUN

16.60.1 Overhead informatory road signage Sqm 360.00 5879.90

10.25 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.

10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered plate

wherever required, all complete

In gratings, frames, guard bar, ladder, railings, brackets gates and similar works

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

in foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 50.88 50.88 7132.25 3,62,853.22

6.40 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 50.88 50.88 9344.35 4,75,393.81

23.00 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 5.09 5.09 931.75 4,740.28

24.00 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third

course of half brick masonry.

25.00 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing

10.25 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

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

26.00 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),

10.27 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-

27.00 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

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)

28.00 13.40 12 mm cement plaster of mix :

29.00 13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix :

30.00 13.16 6 mm cement plaster of mix :

31.00 Painting with synthetic enamel paint of approved brand and manufacture to give an

13.62.1 Two or more coats on new work sqm 2200.41 2200.41 226.25 4,97,842.08

25.00 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 28,250.00

etc. including dismembering and stacking within 50 metres lead.

26.00 Dismantling tile work in floors and roofs laid in cement mortar including

stacking material within 50 metres lead.

15.23.1 For thickness of tiles 10 mm to 25 mm Sqm 50.00 73.4 3,670.00

15.23.2 For thickness of tiles above 25 mm and up to 40 mm Sqm 60.00 113.35 6,801.00

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

15.24 serviceable material and disposal of unserviceable material within 50 Sqm 20.00 266.45 5,329.00

28.00 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 150.00 433.55 65,032.50

29.00 Dismantling cement asbestos or other hard board ceiling or partition walls

15.41 including stacking of serviceable materials and disposal of unserviceable Sqm 100.00 56.35 5,635.00

materials within 50 metres lead.

Digitally signed by VARUN

30.00 Dismantling C.I. or asbestos rain water pipe with fittings and clamps

including stacking the material within 50 metres lead :

31.00 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 :

32.00 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 :

15.44.1 15 mm to 40 mm nominal bore metre 250.00 149.8 37,450.00

15.44.2 Above 40 mm nominal bore metre 250.00 161.4 40,350.00

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

15.45 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:

15.45.1 Up to 150 mm diameter metre 20.00 332.4 6,648.00

15.45.2 Above 150 mm dia up to 300 mm dia metre 20.00 456.65 9,133.00

15.45.3 Above 300 mm diameter metre 20.00 614.3 12,286.00

34.00 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 25.00 697.4 17,435.00

disposal of unserviceable materials within 50 metres lead as per direction

of Engineer-in-charge.

35.00 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 25.00 406.75 10,168.75

disposal of unserviceable materials within 50 metres lead as per direction

of Engineer-in-charge.

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

within a lead of 50 metres

15.53.1 Up to 150 mm diameter each 10.00 319.5 3,195.00

15.53.2 Above 150 mm diameter each 10.00 1184.15 11,841.50

37.00 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.

38.00 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 800.00 420.8 3,36,640.00

per direction of Engineer-in-charge.

39.00 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 1500.00 263.95 3,95,925.00

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

lifts involved.

40.00 Dismantling of spindle fire hydrant including stacking of useful materials

within 50 metres lead.

41.00 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 2000.00 54.65 1,09,300.00

within 50 metres lead.

42.00 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

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

rolls and stacking within 50 metres lead.

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

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

Digitally signed by VARUN

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

15.24 serviceable material and disposal of unserviceable material within 50 cum 50.00 1317.65 65,882.50

46.00 15.22 Extra for marking of structural steel work required to be re-erected. Kg 0.00 4.65 -

47.00 Demolishing cement concrete manually/ by mechanical means including

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

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

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

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

15.30 stacking of steel bars and disposal of unserviceable material within 50 500.00 3551.25 17,75,625.00

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

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 mm c/c on both

16.93 ways, neat cement punning on finished surface, properly encased on all edges with 1.6 Sqm 2593.69 2593.69 2189.15 56,77,976.46

mm 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

19.6 with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand)

including testing of joints etc. complete :

Digitally signed by VARUN

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

10.1 plate, including cutting, hoisting, fixing in position and applying a priming Kg 0.00 0.00 0.00 2650.00 117.35 3,10,977.50

coat of approved steel primer all complete.

51.00 Providing & fixing mild steel round holding down bolts with nuts and washer plates

51.00 10.2 Providing & fixing bolts including nuts & washer complete Kg 0.00 0.00 0.00 670.00 159.35 1,06,764.50

TOTAL OF DSR-SCHEDULE ITEMS

NON_SCHEDULE ITEMS

1.00 NSR P/F S.S.316 Grade Three seater benches each 2.00 32853.00 65706 Qty. to update

2.00 NSR 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. Flooring and

Finishing: Laying of flooring materials, such as tiles or concrete finishes, and application

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.

3.00 NSR SS Fencing(Grade 316 including hardware etc ) Kgs 5000.00 1223.00 6115000

4.00 NSR Epoxy Flooring -2 mm EPOXY Anti Skid Broadcast system Complying to EFNARC AND

FeRFA guidelines

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.

6.00 NSR 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

side plazas and similar locations, laid over 20 mm thick base of cement sqm 1000.00 5500.00 5500000

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

SCHEDULE OF QUANTITIES

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

Code (Rs.) (Rs.) (Rs.) (Rs.)

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

SCHEDULE OF QUANTITIES

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

Code (Rs.) (Rs.) (Rs.) (Rs.)

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 Solar Panel Module.

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

SCHEDULE OF QUANTITIES

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

Code (Rs.) (Rs.) (Rs.) (Rs.)

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

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 required.

10.3 MR 3.5 Core 50 Sqmm. Al armd Cable 825 Meter 756.00 623700.00

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

11.2 10.5.2 Above 35 sq. mm and upto 95 sq. mm 825 Meter 72.00 59400.00

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 10 Each 484.00 4840.00

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 reqd. 13200 Meter 50.00 660000.00

Digitally signed 3 VARUN

SCHEDULE OF QUANTITIES

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

Code (Rs.) (Rs.) (Rs.) (Rs.)

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

a) TPN bus bar of 150A rating

a) 63A TPN MCCB (25kA) - 1 nos.

b) 63A TPN MCB (10ka) - 4 nos.

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

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

e) Auto Manual Selector Switch - 1 No.

f) 40A TPN MCB (10ka) - 8 nos.

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 fault module.

Feeder pillar Described as above. 3 Set 85659.00 256977.00

Digitally signed 4 VARUN

PART 1 : Bill of Quantity (BOQ) :HORTICULTURE DEVELOPMENT : Bill of Quantity of 30.48 & 24.0M WIDE ROAD

REF. DSR 2025 QTY 30.48 & 30.48& 24 M WIDE

S.No DESCRIPTION OF ITEM (HORTI. & UNIT 24M WIDE ROAD AMMOUNT

LANDSCAPING) ROAD (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 2013 803.75 1617948.75

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

2.02 Holes 1.2 m dia and 1.2 m deep.ORNAMENTAL 2.14.1 NOS 850.00 362.75 308337.50

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

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

cast of plant & water)

SUB TOTAL 337769.94

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):

3.03 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

3.04 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

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

cast of plant & water)

3.06 Trees Plant 2.57.2 each 10 4.7 47.00

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

4.02 proportion specified or directed by the Officer-in- 2.9 Cu.M 331 55.7 18436.70

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

4.03 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

5.01 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

5.03 proportion specified or directed by the Officer-in- 2.9 Cu.M 58 55.7 3230.60

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) :

6.2 Screened through sieve of I.S. designation 20mm 2.4.1 Cu.M 778 391.35 304361

Supplying and stacking of well decayed cattle manure at site

6.3 royalty and carriage upto 5 k.m.lead complete (Cattle manure 2.25 Cu.M 778 667.1 518817

stacks will reduced by 8% for Payment).

Mixing earth and sludge or manure in the required

6.4 proportion specified or directed by the Officer-in- 2.9 Cu.M 778 55.7 43319

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

required thickness

6.5 as per direction of officer-in-charge (cost of sludge, dump 2.8 Cu.M 778 79.7 61984

good earth to be paid separately).

7 SITE PREPARATION

7.01 Site preparation by tractor impliments basic rates

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

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

7.04 Tractor with ripper attachement OO38 day 10 1350 13500.00

7.05 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 201.30 13 2616.90

D NEEM COATED UREA M.R Kgs 201.30 20 4026.00

A Provision of insecticides (10ml IN 10 ltr/M²) M.R SQ M 6710 10 67100.00

TOTAL 67100.00

GRAND TOTAL (PART 1) 4270492.48

GRAND TOTAL (PART 1) 4270492.48

DSR ITEMS 4178632.58

NON DSR ITEMS 91859.90

Digitally signed by VARUN

BILL OF QUANTITES - HORTICULTURE WORKS

WIDE 30.48 & 24M WIDE

Sl No. Description ROAD Unit Rate

DSR -2025 ROAD 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. 85.00 35.00 each 6498.00

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. 50.00 30.00 each 5584.00

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. 55.00 30.00 each 69062.50

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. 85.00 35.00 each 8664.00

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

7 with 3-4 branches and thick stem in big size HDPE bags as per 433.35

direction of the officer-in-charge. 50.00 30.00 each 34668.00

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 150367.50

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

2 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. 50 50 each 1295.50 129550.00

TOTAL 149547.00

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. 1438 479 each 38.50 73832.35

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

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

7.26 size 25 cm as per direction of the officer-in-charge.

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. 1438 479 each 21.65 41518.71

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. 1438 479 each 36.10 69229.82

Providing and stacking of Hibiscus variegated of height 45-60

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

8.38 pots of size 20 cm as per direction of the officer-in-charge.

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. 20

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

6.6 Pot & as per direction of the officer-in-charge. 1438 216 each 12.05 19929.49

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

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. 2434 2171 each 24.05 110756.58

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. 2434 2171 each 33.70 155197.37

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 1813095

Digitally signed by VARUN

PROJECT NAME : EXTERNAL DEVELOPMENT -NETAJI NAGAR

ITEMS - EXTERNAL PLUMBING

Item DSR DSR Rate DSR Amount

Description of Item Qty Unit Rate (Rs.) Amount (Rs.)

Note:-1. IN MUNICIPAL /DDA WATER

COOLECTION TANK THE PUMPING AND

TREATMENT SHALL BE IN SCOPE OF NDMC.

Note:-2. THE GARDEN HYDRANT SYSTEM

SHALL BE ACCESSIBLE VIA AUTORISED

SUB HEAD - I - (SEWERAGE AND DRAINAGE)

1 2.1 Excavating trenches of required width for pipes,

cables, etc including excavation for sockets, and

dressing of sides, ramming of bottoms, depth up to

1.5m including getting out the excavated soil, and

then returning the soil as required, in layers not

exceeding 20 cm in depth including consolidating

each deposited layer by ramming, watering, etc. and

disposing of surplus excavated soil as directed,

within a lead of 50m

1.1 2.10.1.2 Pipes, cables etc. exceeding 80mm dia. But not

exceeding 300mm dia. 352.15 140860.00

1.2 2.10.1.3 Pipes, cables etc. exceeding 300mm dia 4755 Metre 549.75 2614061.25

2 2.14 Extra over for item no. 1.1 excavating trenches for

pipes, cables etc. in all kinds of soil for depth

exceeding 1.5 m, but not exceeding 3 m. (Rate is

over corresponding basic item for depth up to 1.5

2.1 2.14.1.1 Pipes, cables etc. exceeding 80mm dia. But not

exceeding 300mm dia. 109470.00

2.2 2.14.1.2 Pipes, cables etc. exceeding 300 mm dia but not

exceeding 600 mm 1694780.44

2.3 MR Pipes, cables etc. exceeding 600 mm dia 1388 Metre 1112.00 1542900.00

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 200 Metre 537.00 107400.00

3.2 MR 300 mm dia R.C.C pipe-drainage 200 Metre 1204.00 240800.00

3.3 300 mm dia R.C.C pipe-for road crossing 2500 Metre 1204.00 3010000.00

3.4 MR 400 mm dia R.C.C pipe-drainage 550 Metre 2068.00 1137400.00

3.5 MR 450 mm dia R.C.C pipe-drainage 100 Metre 2421.00 242100.00

3.6 MR 500 mm dia R.C.C pipe-drainage 1500 Metre 3115.00 4672500.00

3.7 MR 600 mm dia R.C.C pipe-drainage 500 Metre 4188.00 2094000.00

3.8 600 mm die R.C.C pipe-for road crossing 2500 Metre 4188.00 10470000.00

3.9 MR 700 mm dia R.C.C pipe-drainage 500 Metre 5182.00 2591000.00

3.10 MR 800 mm dia R.C.C pipe-drainage 500 Metre 6190.00 3095000.00

3.11 MR 900 mm dia R.C.C pipe-drainage 500 Metre 7263.00 3631500.00

3.12 MR 1000 mm dia R.C.C pipe-drainage 500 Metre 9160.00 4580000.00

3.13 MR 1100 mm dia R.C.C pipe-drainage 500 Metre 10364.00 5182000.00

3.14 MR 1200 mm dia R.C.C pipe-drainage 150 Metre 11228.00 1684200.00

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

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

3.17 250 mm die R.C.C pipe-sewerage 550 Metre 759.00 417450.00

3.18 300 mm die R.C.C pipe-sewerage 400 Metre 1204.00 481600.00

3.19 MR 400 mm dia R.C.C pipe-sewerage 500 Metre 2068.00 1034000.00

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

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

4.1 19.3.2 150 mm dia R.C.C pipe-drainage 200 Metre 743.10 148620.00

4.2 19.3.5 300 mm dia R.C.C pipe-drainage 200 Metre 1173.35 234670.00

4.3 MR 300 mm dia R.C.C pipe-for road crossing 1000 Metre 1570.00 1570000.00

4.4 MR 400 mm dia R.C.C pipe-drainage 550 Metre 1963.00 1079650.00

4.5 MR 450 mm dia R.C.C pipe-drainage 100 Metre 1963.00 196300.00

4.6 MR 500 mm dia R.C.C pipe-drainage 1500 Metre 2225.00 3337500.00

4.7 MR 600 mm dia R.C.C pipe-drainage 500 Metre 2486.00 1243000.00

4.8 MR 600 mm dia R.C.C pipe-for road crossing 1000 Metre 2879.00 2879000.00

4.9 MR 700 mm dia R.C.C pipe-drainage 500 Metre 2879.00 1439500.00

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Item DSR DSR Rate DSR Amount

Description of Item Qty Unit Rate (Rs.) Amount (Rs.)

4.10 MR 800 mm dia R.C.C pipe-drainage 500 Metre 3402.00 1701000.00

4.11 MR 900 mm dia R.C.C pipe-drainage 500 Metre 3926.00 1963000.00

4.12 MR 1000 mm dia R.C.C pipe-drainage 500 Metre 5921.00 2960500.00

4.13 MR 1100 mm dia R.C.C pipe-drainage 500 Metre 7067.00 3533500.00

4.14 MR 1200 mm dia R.C.C pipe-drainage 150 Metre 9030.00 1354500.00

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

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

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 550 Metre 1309.00 719950.00

5.2 300 mm dia R.C.C pipe-sewerage 400 Metre 1570.00 628000.00

5.3 MR 400 mm dia R.C.C pipe-sewerage 500 Metre 2159.00 1079500.00

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

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

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

bricks of class designation 7.5 -sewerage 127250.00

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

bricks of class designation 7.5 -drainage 127250.00

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)

2 Metre 7591.8

bricks of class designation 7.5 15183.60

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 :

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Item DSR DSR Rate DSR Amount

Description of Item Qty Unit Rate (Rs.) Amount (Rs.)

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

8.1 19.11.1.1 With common burnt clay F.P.S. (non modular)

bricks of class designation 7.5-sewerage 741082.50

8.2 19.11.1.1 With common burnt clay F.P.S. (non modular)

bricks of class designation 7.5-drainage 2964330.00

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 :

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

9.1 19.13.1.1 With common burnt clay F.P.S. (non modular)

bricks of class designation 7.5-sewerage 1059382.00

9.2 19.13.1.1 With common burnt clay F.P.S. (non modular)

bricks of class designation 7.5-drainage 1324227.50

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 455437.00

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

11.1.1 With F.P.S. bricks 15 Metre 6117 91755.00

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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 4375 Each

stand the bend 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 215 Each

with anti-skid top surface, 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.

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 4055 Each

suitable 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

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

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 1200 Metre 2745.00 3294000.00

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Item DSR DSR Rate DSR Amount

Description of Item Qty Unit Rate (Rs.) Amount (Rs.)

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 manager.

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 13811104.29 95551515.00

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Item DSR DSR Rate DSR Amount

Description of Item Qty Unit Rate (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 pipe joining.

1.1 110 mm-connection to DWS tank 550 Metre 1570.00 863500.00

1.2 160 mm-for irrigation tap off 350 Metre 2094.00 732900.00

1.3 250 mm-DWS Ring main 350 Metre 2944.00 1030400.00

1.4 200 mm-municipal line 2400 Metre 2486.00 5966400.00

1.5 300 mm-DWS Ring main RO Metre 3533.00

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/ Reducing 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.

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Item DSR DSR Rate DSR Amount

Description of Item Qty Unit Rate (Rs.) Amount (Rs.)

9 18.41 Providing and filling sand of grading zone V or

coarser grade alround the G.I. pipes in external

9.4 MR 300 mm RO Metre 981.00

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

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

13.1 18.60.3 160 mm dia nominal bore-irrigation 10 Each 8408.8 84088.00

13.2 18.60.2 100 mm dia nominal bore-UGT 10 Each 5468.35 54683.50

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

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 10 Nos. 230481.00 2304810.00

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 hose receiver complete as

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Description of Item Qty Unit Rate (Rs.) Amount (Rs.)

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.

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

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

excavation and refilling trenches after taking out the

pipes, manually/ by mechanical means including

RO Metre 149.8

stacking of pipes within 50 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 lead and making into RO Metre 332.4

blocks including stacking of pipes & lead at site

within 50 metre lead as per direction of Engineer-in-

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

RO Each 958.75

unserviceable materials within 50 metres lead

including refilling the excavated gap.

23 Dismantling of MEP Services from the site.Like

RCC Pipe for drainage, sewerage,electrical and RO Lot

mislaneous etc. 280000.00

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

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Item DSR DSR Rate DSR Amount

Description of Item Qty Unit Rate (Rs.) Amount (Rs.)

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 cement : 20 Each 9698.55

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

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 pieces if required will be paid

separately) : 80 mm dia nominal bore

28 MR Excavation: Earth work in excavation for trenches

and the thrust block pit, including excavation for

pipe sockets, dressing of sides, and ramming of the

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 specified

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

30 MR Backfilling and Disposal: Returning the excavated

soil as required in layers and consolidating it by

ramming and watering, including the disposal of 50 cum

surplus excavated material.

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.

a) 2.10.1.1 Pipe up to 80 mm dia 600 Metre 215.6 129360.00

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

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 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. getting approval

from concerned authorities. (Contractor to include

cost of all liasion works required to complete the

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Item DSR DSR Rate DSR Amount

Description of Item Qty Unit Rate (Rs.) Amount (Rs.)

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 Each 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

35.2 300 mm dia sand cast iron drop connection 10 Each 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

36.2 400 mm dia sand cast iron drop connection 10 Each 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

37.2 500 mm dia sand cast iron drop connection 10 Each 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

Total Carried to Summary 4556820.60 75117697.00

Digitally signed 10 VARUN