PARDI SWD Phase-II (SWD) under SJMMSVY : Working Survey, Soil Investigation, Design and Construction Work of R.C.C. Box Drain with other related works Near Prajapati Hall to Pardi College for Pardi Storm Water Drainage Scheme (SWD) Phase-II Project under SJMMSVY for Pardi Nagarpalika, District- Valsad, Gujarat Under SJMMSVY

SCHEDULE-B ABSTRACT

SCHEDULE NAME OF WORK AMOUNT (Rs.)

SCHEDULE-B Providing and constructing of R.C.C box Drainage and other related works at Prajapati Hall to Pardi College.

Total Cost of Project Under SJMMSVY

I / We am / are willing to carry out the work at ………………………………… at par / above / below percent (should be written in figures and words),

the estimated rates mentioned above. Now amount of my / our tender works out as under.

* Estimated Amount * Estimated Amount

Put To Tender Put To Tender

Rupees In Word………………………………...…… Rupees In Word………………………………….…

Pardi SWD-II under SJMMSVY

Providing and constructing of R.C.C box Drainage and other related works at Prajapati Hall to Pardi

Description Qty. Rate Unit Amount

Dewatering by pumping set of required capacity

including temporary platform carting pumping at site and

1 fixing the same in position including all accessories, and 180684.00 21.07 HP/Hr

fuel and labour etc. complete.

Pump set of Capacity

Clearing of Canals for jungle cutting Removing and

destroying the thick "Ghabajaria" , " Panfuti " etc. from

the Canal/Drain bed under the water pool alongwith rolls

incl. cutting carrying it away as directed and burning the

same etc. complete. (By Machinery)

Clearing the silt from the CANAL BED / SLOPE by

digging the same to the required bed level and gradient

including depositing the excavated earth regularly in

3 spoil bank for utilizing the same preparing the banks 7950.00 57.67 Cmt.

after breaking clods as and where directed for lead upto

50 m. and all lifts. (BY MACHINERY)

(a) Carting of surplus earth. (2.50 Km. Lead) 7950.00 69.64 Cmt.

Excavation for pipe line trenches for water supply,

sewerage line, manhole etc. all with shoring and struting

if required as per required gradient and line including

4 safety provisions using site rails and stacking excavated

stuff including up to all required lead cleaning the site

etc. complete for all lifts and strata as specified.

(a) Do for -- 0.00 m to 1.50 m depth 1322.05 102.35 Cmt.

(b) Do for -- 1.50 m to 3.00 m depth 1983.08 112.70 Cmt.

Providing and filling rubbles including hand packing and

5 filling interstices with quarry spalls behind abutments 4051.00 1064.80 Cmt.

and between returns as directed.

Providing and laying P.C.C. (1:3:6) mix (1 cement,

coarse sand, 6 hand broken stone aggregate of 40mm

6 nominal size) and curing complete excluding the cost of 1351.00 3005.76 Cmt.

(A) Foundation and Plinth.

Providing & laying controlled cement concrete M

and curing complete including the cost of formwork but

7 excluding the cost of reinforcement for reinforced

concrete work in.

(a) do -- for R.C.C. Base Slab 4289.50 4629.84 Cmt.

(b) do for -- R.C.C. Vertical Wall 2784.00 5636.81 Cmt.

(c) do for -- R.C.C. Slab 100.00 5203.52 Cmt.

Description Qty. Rate Unit Amount

Providing TMT Bar FE 500D reinforcement for R.C.C.

8 work including bending, binding and placing in position 967923.00 76.21 Kgs.

complete upto floor two level.

Earthwork for embankment including breaking clods,

9 dressing with all lead and lift (excluding watering and 3306.00 147.50 Cmt.

consolidation)(B) From Borrow area within 0.5 Km.lead

Filling in foundation and plinth with murrum or selected

10 soil in layers of 20cm. thickness including watering, 4447.72 289.06 Cmt.

ramming and consolidating etc. complete.

Providing and Constructing coffer dam in River basin &

Open / Box Drain including excavation, filling, middle

11 portion with B.C. soil (in empty cement / Gunny

Bags) to the entire satisfation of E.I.C. Till

complition of work

Do for -- Sand brougth from outside

Do for -- Dismenteling of coffer dam (Sand Bags) after

completion of the work as directed by E.I.C.

Providing an fixing 25 mm x 5.2 mm MS railing with

three horizontal rows and posts of angle iron of size

mm x 65 mm x 8 mm RCC 150 mm and 1.15 meter

height and placed at 1.85 mt I cfc including painting two

coats and anchorage in CC etc complete

Providing & laying weep hole in Aburtments, and returns

by using A.C. pipe of 100mm including laying in proper

13 grede and jointing the completed as per detailed 900.00 84.95 Each

Providing and applying asphalt / bituminous painting

over the prepared surface using straight-run paving

bitumen, heated to the required temperature and

applied uniformly at the rate of about per square metre,

14 including cleaning of surface, heating of bitumen, 15689.10 15.46 Smt.

application with brush/broom, tools and plants, labour,

scaffolding if required, curing, and all incidental works

complete as directed by the Engineer-in-Charge

Total of Schedule=