Work of Laying New Storm Water Drain from Jaladhara Society To Desaipura Railway fatak , Karodiya in Ward 08 (3rd Attempt).

SR.NO ITEM DESCRIPTION QTY RATE UNIT AMOUNT

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 safety

1 provisions using site rails and stacking 1012.50 102.35

excavated stuff including up to all required

lead cleaning the site etc. complete for all

lifts and strata as specified. (a).

0.00 to 1.50 mt. depth.

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 safety

1.1 provisions using site rails and stacking 60 112.70 CMT

excavated stuff including up to all required

lead cleaning the site etc. complete for all

lifts and strata as specified. (a).

1.5 to 3 mt. depth.

Providing and casting in situ mass cement

concrete M- 10 (approx corresponding to

proportion 1:3:6) using granite, quartzite

2 trap metal of size 12 mm to 25 mm 2.5 4211.30 CMT

including consolidation, curing etc.

1. Without Formwork.

Brick work using common burnt clay building

bricks having crushing strength not less than

35kg/Sq.Cm. in foundation and plinth in cement

mortar 1:5 (1-Cement :- fine sand )

Providing 10mm thick cement plaster in

single coat on brick/concrete walls for

4 interior plastering up to floor two level and 93.48 140.18 SMT

finished even and smooth in (ii) cement

Providing and laying cement concrete

flooring 1:2:4 laid in one layer and finished

with a floating coat of neat cement.

SFRC storm water frame square in shape shall

be made from M-30 grade concrete as per

attached drawing and Specifacations. ( central

store appoved rate by standing commitee

resolution no. 161/ date:- 09.08.2018) 1. Frame

over all opening :- 600 mm x 600 mm

2. Frame over all size :- 900 mm x 900 mm

3. Frame thickness :- 165 mm

4. Greeting over all size :- 730 mm x 730 mm at

740 x 740 mm at top level

5. Holes :- it has 16 numbers (4x4) of holes with

size of 75 mm x 75 mm

6. M.S. flat of size 90 x 2 mm is welded to all

side of grating and all four sides of frame shall

be welded by flat of 25x 3mm size

7 SFRC storm water drain grating 25 932.20 NOS

Providing and supplying ISI standard R.C.C

pipes( of sulphate resisting cement) in standard

lengths of following class and diameter suitable

for either collar joints or rubber ring joints

including all taxes insurance,

transportation,freight charges, octroi,inspection

charges, loading, unloading, conveyance to

deaprtment stores, stacking etc. complete (IS-

(Providing NP3 class spigot and socketed joint

pipe on site.) ( Horizontal Cast) 600 mm dia.

Lowering, laying and jointing R.C.C pipes in

C.M. 1:1 1/2 of following diameters in proper

position,grade and alignment as directed by

Engineer- in - charge including conveyance from

stores to site of work,labour, giving hydraulic

testing as per ISI code.

(Laying of NP2/NP3/NP4 class RCC Pipe)

600 mm dia. Pipe

Refilling the pipeline trenches incl.

ramming, watering, consolidating disposal

of surplus stuff as directed within VMC

Extra lead for transportation of surplus stuff

spreading or stacking as directed etc.

completed 200.50 81.65 CMT

(GWSSB SOR 14-15/SEC -D/PG.NO.143/

Providing and cast in situ c.c. in grade M-25

proportions of ingredients as per mix design

by weigh batching using granite, quartzite

trap metal of size 12 mm to 20 mm and or

mm to 12 mm including scaffolding

centering formwork ,needle vibrated

consolidation , curing and hydraulic testing

etc. complete (excluding cost of

reinforcement) upto 6 meter height/ depth

G.L. for all water retaining structures. for

bottom slab vertical wall above 20cm and

upto 25cm(with shuttering)

Supplying cutting, bending,binding and

placing in position steel as per plan and

design and as per ISS 2502 including cost of

steel and binding wire for

13 reserviors/structures only including lift up to 2 89129.6 MT

6 meter height or depth below G.L. for all

diameters. (Thermo mechanically treated

(TMT) bars ) Fe-500 for all diameters.

(17.5 Cm.) THK Compacted soling.

Preparing of sub base with rolling and

watering then providing and laying of

17.5Cm thkcompacted soling by using good

quality of machine cut metal of size 90mm

14 to 45mm with spreading of good quality of 750 365.00 SMT

sand with as specified including rolling and

watering asnd its all complete as per

specification and instruction by site

incharge.(Approved rate Analysis -

Road Project, VMC

(10 Cm.) Thick Compacted Metal Grouting

(Including Bitumean).Providing and laying

of 10Cm thk compacted metal grouting in

two layer each of 5Cm thck compacted with

good quality of metal of size 53mm to

22.4mm by using VG-30 grade bitumean @

of 0.5kg/sq.mt as tack coat on existing

surface and 1.5kg/sq.mt on each layer of

metal and spreading B.T.grit

@1.3CM/100sqmt and including necessary

cleaning of existing surface, rolling in each

layer etc.complete with good quality of

material as per specification and instruction

by Engineer. (Approved rate Analysis -

Road Project, VMC)

I/We am/are willing to carry out the work at… ....................... % above/below percent

(Should be written in figures and words) of the estimated rate mentioned above. Amount

of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct ………% below Add ………% Above

In words In words