Construction of Eco Health Park at Tengunia Dol Utshab Grou Tengunia Arunodaya Pallimangal Samity, Purba Midnpore

S.No. DESCRIPTION OF ITEM Quantity Unit Rate (in Rs.) Amount (in Rs.)

(I) PART A: BOUNDARY WALL

Dressing and chilchalling Road flanks including cutting and filling with earth up

to 150 mm average thickness finished with outward cross-grade of 1 in 30.

Earth work in excavation of foundation trenches or drains in all sorts of soil

(including mixed soil but excluding laterite or sandstone) including removing

spreading or stacking the spoils within a lead of 75m as directed. The item

2 includes necessary trimming the sides of trenches, levelling, dressing and 44.85 Cum. 119.27 5349.26

ramming the bottom, bailing out water as required complete.

a) Depth of excavation not exceeding 1500 mm.

Earth work in filling in foundation trenches or plinth with good earth, in layers

not exceeding 150 mm including watering and ramming etc. layer by layer

complete. (Payment to be made on the basis of measurement of finished quantity

a) With earth obtained from excavation of foundation

1/3 of earth work

(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm

as directed and consolidating the same by thorough saturation with water,

ramming complete including the cost of supply of sand. (payment to be made on

measurement of finished quantity)

Single Brick Flat Solling of picked jhama bricks including ramming and dressing

5 bed to proper level and filling joints with local sand. 3.45 Cum. 348.00 1200.60

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20mm nominal

size) excluding shuttering and Rein force ment if any, in ground floor as per

6 relevant IS Codes. 4.60 Cum. 5742.41 26415.09

(i) Pukur veriety

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20mm

nominal size) excluding shuttering and Rein force ment if any, in ground floor as

7 per relevant IS Codes. 33.04 Cum 6286.35 207701.00

(i) Pukur veriety

Reinforcement for reinforced concrete work in all sorts of structures including

distribution bars, stirrups, binders etc. including supply of rods, initial

straightening and removal of loose rust (if necessary), cutting to requisite length,

hooking and bending to correct shape, placing in proper position and binding

with 16 gauge black annealed wire at every inter-section, complete as per

drawing and direction.

(i) Tor steel/Mild Steel

1.0% of R.C.C Work

Hire and labour charges for shuttering with centering and necessary staging

upto 4 m. using approved stout props and thick hard wood planks of approved

thickness with required bracing for concrete slabs, beams, columns, lintels

9 curved or straight including fitting, fixing and striking out after completion of 271.38 Sqm. 324.00 87925.50

works. (upto roof of ground floor)

a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of

Engineer-in-charge.

125 mm thick B/Work with first class bricks in

cement morter (4:1)

(a) In ground floor

Plaster ( to wall , floor, celling etc. ) with sand

and cement morter including rounding off or chamfering corners as directed and

racking out joints or roughening of concrete structure . Including throating

nosing and drip course necessary . Scafolding / staging where necessary (

11 excluding cost of chipping over concrete surface ) . 537.58 Sqm. 159.00 85474.43

(i) With 1:6 Cement morter

(b) 20 mm thick Plaster

Net Cement punning about 1.5 mm. thick in wall

dado window sills floors drain etc.

NOTE : Cement 0.152 Cum Per 100 Sqm.

Digitally signed by SILKI

Painting with best quality synthetic enamel paint of approved make

and brand including smoothening surface by sand papering etc. including

using of approved putty etc. on the surface, if necessary :

(a) On timber or plastered surface :

(ii) Two coats (white in shade)

M.S.or W.I. Ornamental grill of approved design joints

continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted

14 and fixed with necessary screws and lugs in ground floor 4.32 Qtl 7046.00 30438.72

(ii) Grill weighing above 16 Kg./sq.mtr and above.

Total (in Rs.) 1,038,980.75

(II) PART B: PCC ROAD

P- 1, It. - 1 (P.W.D.B.S) :- Surface Dressing of the ground in any kind of soil

15 including removing vegetation inequalities not exceeding 15 cm depth and 65.00 Sqm. 10.00 650.00

disposal of the rubbish within a lead upto 75 m as directed.

P- 244, It. - 4.10 (P.W.D. R&B S):- Construction of Sub Base by Brick Aggregate &

16 Sand screening : Add cost at site of 1.09 m3 of jhama metal and 0.26 m3 of Sand 3.94 Cum. 1821.20 7170.98

screening (loose volume) to arrive at the consolidated rate.

P- 47 , It.- 03 (P.W.D.B.S):-Supplying and laying Polythene sheet (150 gm / sqm.)

17 over damp proof course or below flooring or roof terracing or in foundation or in 61.25 Sqm. 24.00 1470.00

foundation trenches.

P- 26 , It.- 10 (P.W.D.B.S):-Ordinary Cement concrete (mix 1:1.5:3) with graded

stone chips (20mm nominal size) excluding shuttering and Rein force ment if

any, in ground floor as per relevant IS Codes.

(i) Pukur veriety

P- 332 , It.- 18.05 (P.W.D. R&B S):-Hire and labour charges for Shuttering with

or without staging upto 4.0 m height using approved stout props with wooden

planks/ply wood/steel sheet plate with required bracing for any kind of plain or

19 reinforced concrete works in all sorts of minor structure including culvert, box 8.75 Sqm. 214.00 1872.50

culvert, cross drain etc. The rate is inclusive of fitting, fixing and striking out

after completion of work as per specification and direction.

(b) Where staging is not required.

Supplying and Placing of Thermocal expansion joints at work site including all

cost complete.(as per LMR)

P- 237 , It.- 13.01 (P.W.D. R&B S):-Earthwork in excavation from borrow pits

(land owned/arranged by the Department) and depositing in layers of 250 mm.

including breaking clods in embankment works and to fill up back of abutments,

depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m

making bunds at top as directed dressing complete. (Borrow pit measurement)

(i) In ordinary soil

Total (In Rs.) 65,583.57

(III) PART C: PAVER BLOCK

It. No.- 02 (a) , P- 01 :- Earthwork in excavation for foundation of structures

22 upto 3 m depth as per drawing and technical, dressing of sides and bottom and

backfilling. (a) Upto 3.00 depth

Guard Wall Both side 5.25 Cum 119.27 626.17

It. No.- 04 (a) , P- 02 :- Sand filling in foundation trenches a in layers not

23 exceeding 15 cm. including ramming layer by layer complete including supply of

(a) Do - by silver sand

Guard Wall Both side

Paver Block portion 13.91 Cum 851.73 11849.69

It. No.: 1(a) , Page: 226 :- Single Brick Flat Soling of picked jhama bricks

24 including ramming and dressing bed to proper level and filling joints with local

Guard Wall Both side 17.50 Sqm 348.00 6090.00

It.- 16 , P- 16 :- 125 mm. thick brick work with 1st class bricks in cement mortar

(1:4) in ground floor.

Guard Wall Both side 28.00 Sqm 712.00 19936.00

It.- 1(i) b , P- 189 :- Plaster (to wall, floor, ceiling etc.) with sand and cement

(i) In ground floor With 1:6 cement mortar 15 mm thick plaster.

Guard Wall Both side 31.50 Sqm 139.00 4378.50

It. No.-48 , P-75 of Building Schedule [3rd corr. P: 38 wef 05.06.2018] :-

Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved

quality as per relevant IS code, laid in pattern as directed in pavement, footpath,

driveway (paver block only), etc including necessary underlay complete in all

respect with all labour and material. [Border concrete if necessary to be paid

Digitally signed by SILKI

(b) 50 mm thick interlocking designer concrete paver block M-30 grade for non-

traffic zone,buiding premises,garden,parks,domestic drive as per IS: 15658- 66.50 Sqm 1105.00 73482.50

2006 (over 20-30 mm medium sand bed) Coloured decorative.

Total (in Rs.) 116,362.86

(IV) PART D: SOLAR STREET LIGHT

Module – 125 wp (12 volt) :

a) The PV Module shall contain Crystalline silicon solar cells and must have

MNRE certified.

b) The power output of the modules under STC would be a minimum 125 wp at

a load voltage of 20 (+/-) 0.2 V

c) The open circuit voltage of the PV modules under STC would be 20 Volts.

d) The module efficiency would be 14.5%

e) A bird spike shall be provided to avoid bird sitting on the solar module at the

highest point of the module structure.

28 f) SPV module shall be highly reliable lightweight and shall be a service of life of 7.00 Nos 4900.00 34300.00

more than 25 years .It shall have a limited power loss of not more than 10% of

normal output at the end of 10 years and not more than 20% at the end of 25

g) The solar module shall be able to withstand the following environment at

conditions normally encountered at the site –

Temp. extremes ranging from 10’C to 85’C, wind load – 200 km/h, Max mean

heavy rainfall of 40mm, Humidity level up to 95%

h) Strip must contain the followings –

Manufacturer name, model number, year of make.

Lithium Ferro Phosphate Battery -300 wh LiFePO4 (12.8V) :

a) Lithium Ferro Phosphate Battery cell contain cathode materials and a

graphitic carbon electrode with a metallic backing as the anode.

b) The energy density of LiFePO4 is lower than that of lithium cobalt oxide

(LiCoO2) and also has a lower operating voltage.

c) Specific energy : 90 – 160 Wh

d) Time durability : 5 years

e) Nominal cell voltage : 3.2 volt

Dusk to Dawn MPPT Charge controller- 30Ah :

a) Battery over charge cut off : 20 V

b) Battery deep discharge cut off : 23.5 V

c) Short circuit protection inbuilt with the system.

d) Protections against battery reverse polarity inbuilt with the system.

e) Load re-connects facility inbuilt with the system.

Luminary – 30 watt LED based :

a) LED Luminaries must be to prevent water seepage and entry of insects.

b) The light source will be of white LED type. The luminous performance of LEDs

used. Use of LED which emit ultraviolet light must be avoided.

c) The light output should remain constant with variations in the battery

d) The make model number and technical characteristics of LED lights should be

GI Pole 6 Mtr with module structure, Luminate bkt :

a) A corrosion resistant metallic frame structure must be fixed on the pole to

hold the SPV module.

b) The frame structure must have provision to adjust its angle of inclination to

the horizontal between 0 & 45,so that the module can be oriented at the

specified tilt angel.

c) Street Light (Round Pole)- Pole height 6 mtr, dia - top to bottom 76 mm,

thickness 1.6 mm with grouting facility.

Installation & Civil work :

1) Appropriate installation site is to be chosen where there is no inclination on

the ground level & the top portion of the street light direct access to the sun light.

2) The concrete foundation is conducted in one foot by one foot with a two and

half foot depth to be required for the installation of street light.

3) Solar panel support to the structure by bolts and connect light to the panel

at the adjacent height of pole.

4) Lifting of 6 mtr. Pole manually & fixing of the pole inside the round base part

5) Pouring of the mixture of sand ,stone chips & cement accurately

proportionate for the foundation build up with a 10 inch round base is to be

6) Module facing should be true south & latitude 22.57˚N, 88.36˚E.

7) System must not placed under HV(High Voltage) line & shadow area.

8) During the solidification process of concrete water should be poured regularly

in general 3 to 5 days.

Wire, Cable & Accessories :

Cables are designed for connecting photovoltaic power supply systems. Cable

shall contain :

a) Capacity : According to requirements for Solar PV System

34 b) Rated Voltage :- 0.6/1Kva AC 7.00 Set 300.00 2100.00

c) Rated DC Voltage :- 1.5 K.V

d) Working Voltage :- DC 1000V

e) Insulation Resistance :- 1000M SI-Km

f) Ambient :- 40°C – +90°C

Total (in Rs.) 163,100.00

Digitally signed by SILKI

(V) PART E:- DRAIN

Earth work in excavatiuon in foundationdation treneces or drains in all shorts of

soil (including mixwd soil but excluding laterite and stones) including removing

and spreading or stacking the siol within a lead of 75 m. as directed. The item

35 includes necessary triming the sidrs of trenches . Levelling dressing and 36.40 % Cum 119.27 4341.43

ramming the bottom . Bailing out water as required complete.

(a) Depth of excavation not exceeding 1.5 m.

Earth work in filling in foundation trenches or

plinth with good earth in layers not exceeding 150 mm including watering and

ramming etc layer by layer complete ( payment to be maid on the basis of

measurement of finished quality of work )

(a) With earth obtained from excavation of foundation.

Supplying and laying Polythene sheet (150 gm / sqm.) over damp proof course

37 or below flooring or roof terracing or in foundation or in foundation trenches. 228.28 Sqm. 24.00 5478.81

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal

size) excluding shuttering and reinforcement if any, in ground floor as per

relevant IS codes. ( upto 100 K.M.)

Brick Work with 1st Class bricks in cement morter (1:6)

39 (a) In foundation and plinth 29.25 Cum 5198.00 152041.50

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm

40 nominal size) excluding shuttering and reinforcement if any, in ground floor as

per relevant IS codes. ( upto 100 K.M.)

Hire and labour charges for shuttering with centering and necessary staging

upto 4 m. using approved stout props and thick hard wood planks of approved

thickness with required bracing for concrete slabs, beams, columns, lintels

curved or straight including fitting, fixing and striking out after completion of

41 works. (upto roof of ground floor) 20.28 Sqm. 324.00 6571.94

a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of

Engineer-in-charge.

Reinforcement for reinforced concrete work in all sorts of structures including

distribution bars, stirrups, binders etc. including supply of rods, initial

straightening and removal of loose rust (if necessary), cutting to requisite length,

hooking and bending to correct shape, placing in proper position and binding

with 16 gauge black annealed wire at every inter-section, complete as per

42 drawing and direction. 0.58 M.T. 55277.18 32228.11

(i) Tor steel/Mild Steel

1.0% of R.C.C Work

Plaster ( to wall , floor, celling etc. ) with sand

and cement morter including rounding off or chamfering corners as directed and

racking out joints or roughening of concrete structure . Including throating

nosing and drip course necessary . Scafolding / staging where necessary (

excluding cost of chipping over concrete surface ) .

(i) With 1:6 Cement morter

(c) 15 mm thick Plaster

Net Cement punning about 1.5 mm. thick in wall

44 dado window sills floors drain etc. 156.00 Sqm. 34.00 5304.00

NOTE : Cement 0.152 Cum Per 100 Sqm.

Total (in Rs.) 346,673.35

(VI) PART F: BEAUTIFICATION WORK

(P: 275 , It. No.: 9.04 Road Schedule W.B.) (a) Planting permanent hedges

including digging of trenches, 60 cm wide and 45 cm deep, refilling the

excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum

per 100 metres and supplying and planting hedge plants at 30 cm apart

(P: 275 , It. No.: 9.03 Road Schedule W.B.)

Maintenance of Lawns or Turfing of Slopes

Maintenance of lawns or Turfing of slopes (rough grassing) for a period of one

year including watering etc.

(P: 276 , It. No.: 9.11 Road Schedule W.B.) Tree Guard with MS Angle Iron and

47 Providing and fixing tree guard 0.60 metre square, 2.00 metre high fabricated 50.00 Each 2383.00 119150.00

with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm dia

welded and fabricated as per design in two halves bolted together.

Digitally signed by SILKI

Plain Sea saw 2seater with min. 40 mm dia MS pipe with anticorrosive

weatherproof paint supply, fitting, fixing all complete for 4 to 8 yrs.

Pendulam swing with min. 40 mm dia MS pipe with anticorrosive weatherproof

paint supply, fitting, fixing all complete for 4 to 8 yrs.

Mary Go Round 4 seater with min. 40 mm dia MS pipe with anticorrosive

weatherproof paint supply, fitting, fixing all complete for 4 to 8 yrs.

Dolna / Swing with min. 3" dia. 8' height & 8' length with 2 nos. seating made

51 with MS pipe with anticorrosive weatherproof paint supply, fitting, fixing all 2.00 No. 24980.00 49960.00

52 Slipper Fiber product 12 feet height 2.00 No. 26000.00 52000.00

Lynn Cast Iron 3 Seater FRP Garden Bench for Outdoor Park - (Black+ Wooden

54 Pair of Deer model min. 4' height made with FRP materials (Rate as per C.S.) 1.00 Pair 18000.00 18000.00

Model of Tiger, Kangaroo, lion or similar min. 4' height made with FRP materials

(Rate as per C.S.)

56 Model of Motu & Patlu min. 4' height made with FRP materials (Rate as per C.S.) 1.00 Pair 26000.00 26000.00

57 Dustbin of Model made with FRP materials (Rate as per C.S.) 4.00 No. 3500.00 14000.00

58 Stainless steel Fencing Pipe (40 mm dia) & Chain 109.00 Mtr 400.00 43600.00

Kids Climbing Dome with Play Tent 10FT Jungle Gym Geodesic Dome Climber

59 Outdoor Toys with Rust and UV Resistant Steel Frame Playground Dome 1.00 Nos 68000.00 68000.00

Supports 1000lbs, for Kids

60 Outdoor Park Mountain Net Climber Size: Safe Area 6 X 6 X 6 Ft 1.00 Nos 24500.00 24500.00

61 Electrification Work with necessary connection, light & fittings 1.00 L.S. 20000.00 20000.00

Total (in Rs.) 759,114.00

(VII) PART G: PLAYERS ROOM CUM GALLERY & OPEN STAGE & GREEN ROOM

Surface Dressing of the ground in any kind of soil including removing vegetation

62 inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead 1240.00 Sq.m 10.00 12400.00

upto 75 m as directed.

Earth work in excavation of foundation trenches or drains in all sorts of soil

(including mixed soil but excluding laterite or sandstone) including removing

spreading or stacking the spoils within a lead of 75m as directed. The item

includes necessary trimming the sides of trenches, levelling, dressing and

ramming the bottom, bailing out water as required complete.

a) Depth of excavation not exceeding 1,500 mm.

Earth work in filling in foundation trenches or plinth with good earth, in layers

not exceeding 150 mm including watering and ramming etc. layer by layer

complete. (Payment to be made on the basis of measurement of finished quantity

a) With earth obtained from excavation of foundation

1/3 of excavated earth work

Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as

directed and consolidating same by thorough saturation with water ramming

comlete, including the cost of supply of sand. (Payment to be made on

measurement of finished quantity)

Brick soling with picked jhama bricks including preparation of bed as necessary

with brick joints properly filled in and packed with powdered earth and

66 including necessary cushion of similar material below the soling (and in between 32.40 Sqm. 354.00 11469.60

layers when more than one layer is used) completes as per direction.

(a) Single brick flat soling (thickness 75 mm.)

Labour for laying single brick flat soling including ramming and dressing bed to

proper level and filling joints with powdered earth.

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20mm nominal

size) excluding shuttering and Rein force ment if any, in ground floor as per

relevant IS Codes.

(i) Pukur veriety

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20mm

nominal size) excluding shuttering and Rein force ment if any, in ground floor as

per relevant IS Codes.

(i) Pakur veriety

Hire and labour charges for shuttering with centering and necessary staging

upto 4 m. using approved stout props and thick hard wood planks of approved

thickness with required bracing for concrete slabs, beams, columns, lintels

curved or straight including fitting, fixing and striking out after completion of

works. (upto roof of ground floor)

(f) 25 mm to 30 mm shuttering without staging in foundation

Digitally signed by SILKI

(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of

Engineer-In-Charge.

Reinforcement for reinforced concrete work in all sorts of structures including

distribution bars, stirrups, binders etc. including supply of rods, initial

straightening and removal of loose rust (if necessary), cutting to requisite length,

72 hooking and bending to correct shape, placing in proper position and binding 5.62 M.T. 55277.18 310657.75

with 16 gauge black annealed wire at every inter-section, complete as per

drawing and direction.

1.0 % of R.C.C Work

73 250 mm thick 1st class brick work in foundation with cement sand mortar (1:6). 7.28 Cum. 5158.00 37550.24

125 mm thick brick work with 1st class bricks in cement mortar (1:4) with H.B.

netting in every thired layer.

M.S.or W.I. Ornamental grill of approved design joints

continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted

and fixed with necessary screws and lugs in ground floor

(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.

Supplying, fitting and fixing in position G.I. pipes of TATA make for underground

works with all necessary accessories,specials viz.socket, bend, tee, union, cross,

elbow, nipple, short piece etc.including cost of all materials,jointing materials

,cutting pipes,making threads,cutting trenches upto 1.5 metre below surface in

76 all sorts of soil and refilling the same as directed with two coats of painting on 73.00 Mtr. 400.00 29200.00

G.I. pipes and specials with bituminous paint complete in all respect. (Payment

will be made on the centre line measurement of the total pipe line including all

specials No separate payment will be made for accessories, specials.Payment for

painting will be made seperately)

Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn)

coating of 150 grams per sq. metre (followed by colour

coated on both side) steel sheet work having minimum yield strength of 550

Mpa of trapizoidal profile of approved make (excluding the supporting frame

77 work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 82.74 Sqm. 896.00 74135.04

16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one

corrugation minimum side lap. (Payment to be made on area of finished work).

a) With 0.5 mm thick sheet

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including

rounding off or chamfering corners as directed and raking out joints or

roughening of concrete surface, including throating, nosing and drip course

where necessary.

i) With 1:6 cement mortar

a) 15 mm thick plaster (Inside wall)

i) With 1:4 cement mortar.

b) Plaster 20 mm (Outside wall)

Artificial stone in floor, dado, staircase etc. with cement concrete (4:2:1) with

sone chips, laid in panels as directied with topping made with ordinary or white

cement (as necessary) and marble dust in popertion (1:2) including smooth

finishing and rolling off corner including raking out joints or roughning of

concrete surface and application of cement slurry before flooring works using

79 cement @ 1.75 kg/sq.m all complete including all meterials and labour. 118.46 Sqm. 321.00 38025.66

In ground floor.

3mm thich topping (high polishing grinding on this item is not permitted

with ordinary cement)

Using grey cement

(iii) 35 mm thick

80 Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. 30.93 Sqm. 34.00 1051.62

81 Fitting & Fixing of Permanent Display Board 1.00 Nos. 5000.00 5000.00

Total (in Rs.) 1,116,848.15

Total A =(I+II+III+IV+V+VI+VII) 3606662.68

Add Electrification work @ 5% on A B 180333.13

Add Sanitary & Plumbing work @ 5% on A C 180333.13

(Say Rupees Thirty Nine Lakhs Sixty Seven Thousand Three Hundred Twenty Nine only)

Digitally signed by SILKI