Shetrunji Irrigation Scheme- Improvement of Exiting V.R.B. at Ch.81052 mt. and Ch.81860 mt. of SLBMC.

e Quantit In

specification and reference to book of Unit

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 25.80 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 43.00 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 19.60 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 28.60 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. & Laying in position "NOMINAL MIX' cement

concrete using cement, sand and crushed

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

8 incl. necessary formworks centering scaffolding 147.60 Cum. 4452.00

compaction by mechanical vibrator,curing as

directed with all lead & lift etc complete

E) Concrete grade 1: 1.5 :3 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 13.40 M.T. 76574.00

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

with all lead and lift.

ITEM NO.11

Providing and fixing P.V.C. water stops of

11 different size as below and as per std.drawing and 138.00 Rmt 358.00

specification.

(b) P.V.C. 225mm Wide

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 2.00 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

"W": Metal Beam Crash Barrier Providing and

erecting a "W" metal beam crash barrier

comprising of 3mm thick corrugated sheet metal

beam rail, 70cm above road/ground level, fixed

on ISMC series channel vertical post,

150x75x5mm spaced 2m centre to centre, 1.8m

high, 1.1m below ground/road level, all steel parts

and fitments to be galvanised by hot dip process,

all fittings to confirm to IS:1367 and IS

metal beam rail to be fixed on the vertical post

with a spacer of channel section 150x75x5mm,

330mm long complete. (As per MORTH

SPECIFICATION clause 810)

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, 31.00 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, 2.00 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