Protection of Vashi end embankment of Thane creek Bridge no. 25/1 at Km 24/14 - 26/12 between MNKD-VSH section. ( Project ID- 01.02.32.23.1.51.048)

24/14 - 26/12 between MNKD-VSH section.

Protection of Vashi end embankment of Thane creek Bridge no. 25/1 at Km 24/14 - 26/12 between

MNKD-VSH section.

S No. Item No Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

Surface dressing of the ground including

removing vegetation and in-equalities

2.28 not exceeding 15 cm deep and disposal

of rubbish, lead up to 50 m and lift up to

4.0 CONCRETE WORK

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

4.14S MISCELLANEOUS

Providing and laying in position ready

mixed or site batched design mix

cement concrete for plain cement

concrete work; using coarse aggregate

and fine aggregate derived from natural

s o u r c e s , Portland Pozzolana/Ordinary

Portland /Portland Slag cement,

admixtures in recommended

proportions as per IS: 9103 to accelerate

/ retard setting of concrete, to improve

durability and workability without

impairing strength; including pumping of

concrete to site of laying, curing,

carriage for all leads; but excluding the

cost of centering, shuttering and

finishing 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 minimum specified cement

content, the contractor shall have

discretion to either re-design the mix or

bear the cost of extra cement.

4.20.1 All works upto plinth level :

cement content of 270 kg /cum

14.0 REPAIRS TO BUILDING

14.75AS ROUTINE MAINTENANCE WORK

14.92 Extra for covering top of membrane with Sqm 34805 103.5 3602317.5

Geotextile, 120 gsm non woven, 100%

polyester of thickness 1 to 1.25 mm

3 bonded to the membrane with

intermittent touch by heating the

membrane by Butane Torch as per

manufactures recommendation.