Shetrunji Irrigation Scheme - Improvement of Existing VRB At Ch.83615 mt, 84601 mt & 85030 mt. of SLBMC

e Quantit In

specification and reference to book of Unit Amt.

m y figure

specifications)

ITEM NO.01

Dismantling of RCC work viz. slab, beam, lintel,

barrel, staircase, etc. including removing the steel

1 from the dismantled portion without damage to 34.90 Cum 1362.00

reinforcement sorting and stacking of useful and

unuseful material from the dismantled material as

directed etc comp.

ITEM NO.02

Dismantling stone/brick masonry & stacking of

2 useful and unuseful material from the dismantled 49.30 Cum. 616.00

materials as directed etc complete.

(a) In cement mortar

ITEM NO.03

Excavation in all sort of strata and formations incl.

depositing the unuseful excavated stuff as and

where directed incl sorting and stacking useful

materials as directed upto 30 mt lead etc.

complete incl. dewatering. ( Depth 0 TO 3.0 mt )

(For all type canal & foundation trenches of C.D.

ITEM NO.04

Prov. & Laying in position "NOMINAL MIX' cement

concrete using cement, sand and crushed

aggregate by mass and machine mix for C.C. work

incl. necessary formworks centering scaffolding

compaction by mechanical vibrator,curing as

directed with all lead & lift etc complete FOR

GENERAL PURPOSE

A) Concrete 1:3:6 and MSA-40mm

(cement level 220 kg/cum)

ITEM NO.05

Back filling with appropriate excavated material

behind the structures or refilling the trenches

5 with excavated useful material including watering 18.30 Cum 84.00

ramming, consolidation etc complete with all lead

ITEM NO.06

Prov. & Laying in position "NOMINAL MIX' cement

concrete using cement, sand and crushed

aggregate by mass and machine mix for C.C. work

6 incl. necessary formworks centering scaffolding 30.10 Cum. 3816.00

compaction by mechanical vibrator,curing as

directed with all lead & lift etc complete

FOR GENERAL PURPOSE

C) Concrete 1:2:4 and MSA-40mm

ITEM NO.07

Prov. and Laying in position Controlled cement

concrete using cement, sand and crushed

aggregate bymass and machine mix for R.C.C/CC

work including necessary formworks centering

scaffolding compaction bymechanical

vibrator,curing as directedwith all lead& lift etc

complete Excluding the cost of reinforcement FOR

SOLID SLAB OF ROAD BRIDGE , C) Concrete grade

M-25 and MSA-20mm

ITEM NO.08

Prov. and Laying in position Controlled cement

concrete using cement, sand and crushed

aggregate by mass and machine mix for R.C.C/CC

work including necessory formworks centering

scaffolding compaction by mechanical

vibrator,curing as directed with all lead & lift etc

complete Excluding the cost of reinforcement

FOR SOLID SLAB OF ROAD BRIDGE

A) Concrete grade M-20 and MSA-20mm

ITEM NO.09

Providing and laying dry rubble stone pucca

pitching without base , inverted filter and header

stone but with 10 cms thick murrum layer ( for

base ) incl.hand packing and trimming & dressing

slopes etc complete.

c) 30 cms thick stone pitching with pointing in

ITEM NO.10

Providing,cutting,bending,binding and fixing in

position as per drawing .TMT BAR , reinforcement

10 for R.C.C. works and anchor bars incl cost of black 15.40 M.T. 76574.00

annealed 16 to 18 BWG M.S. Wire etc.complete

with all lead and lift.

ITEM NO.11

Providing & filling in contraction joints with

11 12mm thick bitumen sheet of approved quality as 5.60 Sqmt. 702.00

ITEM NO.12

Informatory Signs:-Providing and fixing sing

boards made out of 2mm aluminium sheet; size

x 60cms, rectangle as per the design of IRC-67-

1977 pre treated with phospheting process & acid

teching: coated with one coat of epoxyprimer and

two coats of best quality epoxy paint;

reflectorised with retro reflective sheeting as per

latest M.O.S.T. Specifications; 3.1m long stand

12 postand frame fabricated from suitable sizeiron 1.00 Nos. 3856.90

angle of 35 x 35 x 3mm 75x75x6mm as required;

painted with best qualityepoxy coatings in black

and whitebends. the details of symbol for each

board shall details of symbol for eachboard shall

be as per the instruction ofengineer in charge. The

fixing at site shall be in 1:2:4 CC block of size

x45 x 60cms. for each leg. including excavation

curing tec complete under the supervision of

engineerin charge (A) Engineer Grade(VR)...

ITEM NO.13

White washing with lime on wall surface (one

coats) to give an even shade including thoroughly

booming the surface to remove all dirt, dust;

mortar drops and loose scales of lime wash and

other foreign matter.

ITEM NO.14

Type - A, "W" : Metal Beam Crash Barrier

(Providing and erecting a "W" metal

beam crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail,

cm above road/ground level, fixed on ISMC series

channel vertical post, 150 x 75 x

14 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m 10.00 Rmt 3468.34

below ground/road level, all

steel parts and fitments to be galvanised by hot

dip process, all fittings to conform

to IS:1367 and IS:1364, metal beam rail to be fixed

on the vertical post with a spacer

of channel section 150 x 75 x 5 mm, 330 mm long

complete as per clause

ITEM NO.15

Providing Photography and Drone Videography of

the work as per the instruction of engineer in

Item No:-16

Construction of Granular Sub Base (GSB) by

providing Well graded material of grading-II,

16 spreading in uniform layers on prepared surface, 28.70 Cum 677.71

mixing, watering and compacting etc. complete as

per specification or as directed.

ITEM NO.17

Care & diversion of river/creek incl. required

dewatering during construction of earthen dam, 3.00 1%of Estimate

17 C.O.T. and allied works as prescribed and directed

etc. complete.

I/Weam/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

(A)For Item Rate Tender (For above INR 50 Cr.):

Item Description of Item Quantity Unit Rate Amount

No (with brief specification

and reference to book of In In

specifications) figures Words

(A) Total Tendered Amount

(B) Rebate on above tendered amount (if any) % (in figure) ………………………………

(in words)………………………………………………….………………………………………………...

(C)Net Tendered Amount (A-B) (in figure) ………………………………

(in words)………………………………………………….………………………………………………...

1 The Contractor shall exhibit a board with detailed specification and details of work as

directed by the Engineer-In-Charge for which no extra payment shall be made.

2 The labor cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt. G.R.: No. MIS 102010/17/K1, dtd. 30/07/2018 as stated in S.O.R. therefore in R.C.C.

items where there is a change as per actual mix design the cost of difference of cement

consumption have been deducted from the rate of original item at the rate of input rate

i.e 5449.00 /M.T mentioned in all the tender.

Deputy Executive Engineer Executive Engineer

Shetrunji Left Bank Canal Sub Division Bhavnagar Irrigation Division

Talaja Bhavnagar

Signature of Contractor