Sea Front Development work Phase - 2 Near Bhadkeshwar Mahadev Temple at. Dwarka under SJMMSVY Aagavi Olakh Yojana Year 2025-26

Sea Front Development work Phase - 2 Near Bhadkeshwar Mahadev Temple at. Dwarka under SJMMSVY Aagavi Olakh

Name of work :-

Yojana Year 2025-26

Sr No. Item No.as per Page Item Quantity Unit Rate(Rs.) Labour Rate with Amount (Rs.)

SOR No. cess 1% labor cess

1.1 04001E 64 Excavation for foundation upto 1.5 m depth 217.53 cum 591.68 5.92 597.60

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(E) Hard Rock

2 Concrete Work

2.1 05005A 69 Providing and laying cement concrete 1:3:6 (1- 420.07 cum 3985.01 39.85 4024.86

Cement : 3- Coarse sand : 6- crushed stone

aggregates 20 mm nominal size) and curing

complete including cost of formwork in (A)

Wall Caps / Coping

2.2 5056 80 Providing and laying in position Ready Mixed 205.91 cum 4834.09 48.34 4882.43

M-250 grade concrete for reinforced cement

conctere work , using cement content as per

approved design mix manufactured in fully

automatic batching plant and transported to

site of work in transit mixer for a lead up to

kms having continuous agitated mixer,

manufactured as per mix design of specified

grade for reinforced cement concrete work

including pumping of R.M.C. from transit mixer

to site of laying, excluding the cost of centering

shuttering finishing and reinforcement

including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability

without impairing strength and durability as per

direction of the Engineer - in - charge. Without

fly ash (Min cement level as per latest IS

shall be maintained) (Cement level 450 kg )

2.3 22015 Pro. and mixing Migratory Corrosion 205.91 cum 717.2 7.17 724.37

Admixture having Specific Gravity 1.01 to

pH value (Minimum 9.50) shall be alkaline in

nature and having bipolar concrete

penetrating corrosion inhibiting properties,

inhabitor shall be non-nitrite based & have the

ability to provide corrosion protection to both

anodic and cathodic sites on the steel surface,

inhibitor-steel complex shall formed

polydentate complexes, having more than one

bond with steel per molecule of inhibitor, with

steel surface to promote proper film formation

with enhenced bond to steel, inhibiting the

electro-chemical corrosion reaction,

inhibitor shall not have any adverse effect on

concrete compressive strength, inhibitor shall

have a corrosion rate of zero coulombs per

ASTM-G109-2005, admixture shall be

conforming to IS 9103 and in liquid form at the

rate of 3 kg per cmt vol. of concrete admixture

shall be added to the water during mixing of

3.1 09001AA 90 Providing formwork of ordinary timber planking 1147.39 sqm 170.10 1.70 171.80

so as to give a rough finish including centering

shuttering strutting and propping etc. Height of

propping and centering below supporting floor

to ceiling not exceeding 4 M. and removal of

the same for in situ reinforced concrete and

plain concrete work in. (A) foundations,

footings bases of columns etc. and mass

4 Plastering & Pointing

4.1 17009 131 20mm thick sand faced cement plaster on 940.85 sqm 297.68 2.98 300.66

walls upto height 10 metres above ground

level consisting of 12mm thick backing coat of

C.M. 1:3 (1-cement : 3-sand) and 8mm thick

finishing coat of C.M. 1:1 (1-cement : 1-sand)

4.2 18031 136 Wall painting (two coats) with plastic emulsion 940.85 sqm 79.55 0.80 80.35

paint of approved brand and manufacture on

undecorated wall surface to give an even

shade including throughly brushing the

surface free from mortar droppings and other

foreign matter and sand papered smooth.

5 Landscape type

5.1 2.1 83 Trenching in ordinary soil up to a depth of 60 52.37 cum 78.10 0.78 78.88

cm including removal and stacking of

serviceable materials and then disposing of

surplus soil, by spreading and neatly levelling

within a lead of 50 m and making up the

trenched area to proper levels by filling with

earth or earth mixed with sludge or / and

manure before and after flooding trench with

water (excluding cost of imported earth,

sludge or manure).

5.2 2.2 83 Supplying and stacking of good earth at site 52.37 cum 515.60 5.16 520.76

including royalty and carriage upto 5 km lead

complete (earth measured in stacks will be

reduced by 20% for payment).

5.3 2.3 83 Supplying and stacking sludge at site including 52.37 cum 294.00 2.94 296.94

royalty and carriage upto 5 km lead complete

(sludge measured in stacks will be reduced by

8% for payment).

5.4 2.4.3 83 Supplying and stacking at site dump manure 52.37 cum 319.90 3.20 323.10

from approved source, including carriage upto

5 km lead complete (manure measured in

stacks will be reduced by 8% for payment) :

2.4.3 Screened through sieve of I.S.

designation 4.75 mm

5.5 2.7 83 Fine dressing of the ground. 523.70 sqm 3.70 0.04 3.74

5.6 2.10.2 83 Grassing with selection No. 1 Doob grass 523.70 sqm 13.30 0.13 13.43

including watering and maintenance of the

lawn for 30 days or more till the grass forms a

thick lawn, free from weeds and fit for mowing

including supplying good earth, if needed (the

grass and good earth shall be paid for

2.10.2 With grass Turf

6 Landscape type

6.1 2.13 85 Preparation of beds for hedging and 43.13 cum 222.85 2.23 225.08

shrubbery by excavating 60 cm deep and

trenching the excavated base to a further

depth of 30 cm, refilling the excavated earth

after breaking clods and mixing with sludge or

manure in 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 reduction by 8%), 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 directed, within a lead of 50 m,

lift up to 1.5 m complete (cost of sludge,

manure or extra earth to be paid for

6.2 2.2 83 Supplying and stacking of good earth at site 43.13 cum 515.60 5.16 520.76

including royalty and carriage upto 5 km lead

complete (earth measured in stacks will be

reduced by 20% for payment).

6.3 2.3 83 Supplying and stacking sludge at site including 43.13 cum 294.00 2.94 296.94

royalty and carriage upto 5 km lead complete

(sludge measured in stacks will be reduced by

8% for payment).

6.4 2.4.3 83 Supplying and stacking at site dump manure 43.13 cum 319.90 3.20 323.10

from approved source,

including carriage upto 5 km lead complete

(manure measured in stacks will be reduced

by 8% for payment) : 2.4.3 Screened through

sieve of I.S. designation 4.75 mm

7 Landscape type

7.1 2.14.1 85 Digging holes in ordinary soil and refilling the 75.92 each 335.50 3.36 338.86

same with the excavated 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 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)

2.14.1 Holes 1.2 m dia and 1.2 m deep

7.2 2.15 85 Half brick circular tree guard in bricks, internal 75.92 each 1626.45 16.26 1642.71

diameter 1.25 metre and height 1.2 metre

above ground and 0.20 m below ground,

bottom two courses laid dry and top three

courses in cement mortar 1:6 (1 cement :

fine sand) and the intermediate courses being

in dry honey comb masonry as per design

2.15.1 With common burnt clay F.P.S. (non

modular) bricks of class

7.3 2.16 85 Providing and fixing M.S. flat iron tree guard 75.92 each 4533.10 45.33 4578.43

60 cm dia and 2 m high, above ground

consisting 4 nos 25 x 6 mm, 2.25 m long and

8 nos 25 x 3 mm 2 m long verticals M.S. flats,

riveted to 3 nos 25 x 6 mm M.S. flat iron rings

in two halves, fixing together at site with

required six numbers of 8 mm dia and 30 mm

long bolts, including painting two coats with

synthetic enamel paint of approved brand an

manufacture over a coat of primer. One name

plate of 1 mm thick M.S. sheet of size

250x100 mm shall be welded to the tree guard

near the middle height and lettered CPWD /

PWD/ any other approved name. The tree

guard shall be suitably fixed to the ground by

embedding four legs of tree guard in pits of

suitable dia and to a depth of 25 cm, refilling

the pits with soil and ramming, complete in all

respect as per satisfaction and direction of

Officer-in-charge.

8 Landscape type

8.1 2.1 83 Trenching in ordinary soil up to a depth of 60 97.44 cum 78.10 0.78 78.88

cm including removal and stacking of

serviceable materials and then disposing of

surplus soil, by spreading and neatly levelling

within a lead of 50 m and making up the

trenched area to proper levels by filling with

earth or earth mixed with sludge or / and

manure before and after flooding trench with

water (excluding cost of imported earth,

sludge or manure).

8.2 2.2 83 Supplying and stacking of good earth at site 97.44 cum 515.60 5.16 520.76

including royalty and carriage upto 5 km lead

complete (earth measured in stacks will be

reduced by 20% for payment).

8.3 2.7 83 Fine dressing of the ground. 974.40 sqm 3.70 0.04 3.74

N Non SOR items

N1 100 mm thick fine dressed rajula stone 50.15 sqm 3009.00 30.09 3039.09

flooring over 20 mm (average) thick base of

cement mortar 1:5 (1 cement : 5 coarse sand),

including pointing with cement mortar 1:2 (1

cement : 2 stone dust) with an admixture of

pigment to match the shade of stone.

N2 Casting tetrapods of 4 ton M40 grade 1501.40 nos 28591.48 285.91 28877.39

concrete and placing it at desired location as

directed by engineer in charge using

necessary machinery . Tetrapod to be placed

on desired location through constructed

causeway by heavy load carrying trucks and

placing with crane.

N3 Two member assembly with 65mm precast 10.00 nos 3000 30.00 3030.00

cement member with nominal reinforcement

for the seat and the two circular stands for

support .The cement used can be fly ash

blended cement . The side supports are

anchored to the floor using RCC foundation as

mentioned in the drawing . Activity includes

supply and fixing

N4 Providing, supplying and putting in position 2398.56 ton 1030.00 10.30 1040.30

black metal stone boulders each weighing

minimum 4 tons including transportation,

levelling and other works all complete as per

instruction by engineer in charge.

N5 FRP railing of polyester resin UV grade and 58.80 Rmt 2314.38 23.14 2337.52

boron free fiber glass reinforcement in sizes

50 X 50 X 5 mm box section with 3 horizontal

rail and 1 metre height posts at 1 m c/c with all

necessary base(ANCHOR) , hardware

N6 Providing CRS steel bar reinforcement for 25812.98 kg 109.35 1.09 110.44

RCC work including bending, binding and

placing in position complete upto floor two

N8 casting concrete structures of sea animals, 6.00 nos 14900.60 149.01 15049.61

creature at childeren park area. and placing it

at desired location as directed by engineer in

charge using necessary machinery

N9 Casting pabble pathway with PCC 82.00 cum 15354.15 153.54 15507.69

Note:- 1 Quantity of excavation may vary significantly due to uncertain terrain of site.

2 Marine sturcture cement such as ultratech premium, ambuja buildchem or

equivalent shall be use in all above work in estimate. Basic rate for cement Rs

350 per bag(50kg).

3 In all RCC work only CRS steel shall be use. Basic rate for CRS steel - Rs.

4 Stone ( metal stone and boulders ) shall be measured on certified weighing

bridge with material photo(showing time and location) .