Construction of Box Culvert, Compound Wall at MPS-2 & Approch Road at MPS-2 & 3 Sauni Yojana Link-2, Package-7

specification and reference to Quantity Unit Rate Amount

book of specifications)

(A) Sauni Yojana Link-2 Package-7,

Providing Approch road For MPS-2 &

MPS-3 (B) Construction of Box Culvert on

Approch Road Drain at MPS-2 (C) Balance

Work Of Compound Wall With Retaining

Wall And Pucca Pitching Work At Mps-2

Link-2, Package-7 Near Nala.

ITEM NO.01

Box cutting the road surface to proper

slope and camber for making a base for

road work including removing the

excavated stuff and depositing on the road

side slope as directed incl.50mt. lead.

ITEM NO.02

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. A) IN OVERBURDEN INCL.

HARD MURRUM.( Depth 0 TO 3.0 mt.)

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. A) IN OVERBURDEN INCL.

HARD MURRUM.( Depth 3.0 TO 6.0 mt.)

ITEM NO.04

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. B) IN SOFT ROCK( Depth

ITEM NO.05

Rolling and consolidation of soling

5 including filling in depression which occur 2011.00 Sqmt 22.75

during the process, with power roler

tonne to 12 tonne.

ITEM NO.06

Providing and Laying Granular Sub Base

Grade -I by Providing Course graded

material conforming to Table - 400 -2

MOST Specification of Grading I, using

material combination of crused aggregate,

stone dust etc. as required gradation

including spreading, watering &

Consolidation by Vibratory roller in grade

and camber as directed.

ITEM NO.07

Providing, laying, spreading and

compacting graded stone aggregate to wet

mix macadam specification including

premixing the Material with water at OMC

in mechanical mix plant carriage of mixed

Material by tipper to site, laying in uniform

layers with paver in sub- base / base

course on well prepared surface and

compacting with vibratory roller to achieve

the desired density.

Lalying Using Mechanical Paver

ITEM NO.08

Providing & Laying in position 'NOMINAL

MIX'cement concrete using cement sand

and crushed aggregate by machine mix

8 incl. necessary formworks, centering, 96.80 Cum 3346.00

scaffolding compaction by mechanical

vibrator curing as directed with all lead &

lift etc. A) Concrete grade 1:3:6 and MSA-

40mm(Graded)

ITEM NO.09

Providing & Laying in position 'NOMINAL

MIX' cement concrete using cement sand

and crushed aggregate by machine mix

incl. necessary formworks ,centering

,scaffolding compaction by mechanical

vibrator curing as directed with all lead &

lift etc.M-15-MSA-20mm

Item No.10

Providing & Laying in position 'NOMINAL

MIX' cement concrete using cement sand

and crushed aggregate by machine mix

10 incl. necessary formworks ,centering 69.00 Cum 3822.00

,scaffolding compaction by mechanical

vibrator curing as directed with all lead &

lift etc. C) Concrete Grade 1:2:4-MSA-

ITEM NO.11

Prov. &Laying inpositioncontrolledcement

concrete using cement, sand and crushed

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

work incl. necessary formworks centering

scaffolding compaction by mechanical

vibrator,curing as directed with all lead &

lift etc. complete. Excluding the cost of

reinforcement. 2/G) Concrete grade M-20

and MSA-20mm

ITEM NO.12

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 necessary

formworks centering scaffolding

compaction by mechanical vibrator,curing

as directed with all lead & lift etc complete

Excluding the cost of reinforcement but

filling the expantion

joint with asphalt. FOR WEARING COATS

Concrete grade M-20 and MSA-20mm

ITEM NO.13

Prov. and Laying in positionControlled

cement concrete using cement, sand and

crushed aggregate bymass and machine

mix for R.C.C/CC work including necessary

13 formworks centering scaffolding 226.00 Cum 5926.00

compaction mechanical vibrator,curing as

directedwith all lead& lift etc complete

Excluding the cost of reinforcement FOR

CSY & DSY BARREL Concrete Grade M-25

and MSA-20mm

ITEM NO.14

Providing,cutting,bending,binding and

fixing in position as per drawing .TMT BAR

14 , reinforcement for R.C.C. works and 46.245 M.T. 76574.00

anchor bars incl cost of black annealed

to 18 BWG M.S. Wire etc.complete with all

lead and lift.

ITEM NO.15

Providing murrum including spreading the

15 same and dressing the side slope & top 71.00 Cum 260.00

surface in required grade and camber with

lead upto 8.0km etc complete.

ITEM NO.16

brought from out side borrow area or from

excavated useful material incl. watering

ramming, Compaction with pneumatic

temping and all lead and lift etc complete.

ITEM NO.17

Back filling with appropriate excavated

material behind the structures or refilling

17 the trenches with excavated useful 603.00 Cum 84.00

material including watering ramming,

consolidation etc complete with all lead

ITEM NO.18

Providing and fixinging in position 100/110

mm dia. PVC Pipe weep holes in the

retaining walls/sidewall/abt etc.

ITEM NO.19

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

19 different size as below and as per 47.00 Rmt 358.00

std.drawing and specification (b) P.V.C.

225mm Wide

ITEM NO.20

Providing and placing in position by

cranes/manual,mechanically doubly

twisted highly galvanized, without PVC

coating"GABIONS"of size mention

below,made of mesh size 10x12mm woven

wire as per ASTMA-975-97 including

providing and laying stones of size not less

than 25kg in the gabions and arranging the

same as instructed in the breached section

or such other locations/ structures,etc

complete incl. dressing the slope,minor

earth filling. 1.0x1.0x1.0 mt (Total

weight=1664.00 Kg )

ITEM NO.21

Providing and laying STONE LOANCHING

APRON by using 50% stone which having

21 weighing not less than 40 Kg or as specified 68.00 Cum 765.00

incl hand packing and filling the interstices

by spouls etc complete with all lead and

ITEM NO.22

Brick work using common burnt clay

building bricks having crushing strength

22 not less than 35 kg./Sq.Cm. in 37.00 Cum 4279.98

foundation and plinth in Cement

Mortar 1:6 (1- Cement : 6 -fine sand)(B)

Conventional

ITEM NO.23

Providing 15mm thick cement plaster in

single coat on Rough (Similar)side of single

23 or half brick walls for interior plastering 439.00 Sqmt 200.08

upto floor two level and finished even

and smooth in (i) Cement mortar 1:3

(1- cement:3-sand)

ITEM NO.24

Finishing wall with water proofing

cement paint of on wall surfaces (Two

coats) to give an approved brand and

manufacture and of required shape even

shade after thoroughly brushing the

surface to remove all dirt and remains of

loose powered materials.

ITEM NO.25

WIRE FENCING-Steel work, riveted in built

up sections framed work including cutting,

hoisting, fixing in position and applying a

priming including 3 lines of galvanized

steel barbed wire weighing 9.38 kg. per

100 m. stained and fixed to posts with G.I.

staples including fixing the position etc.

complete. & two coats (excluding priming

coat) on new steel and other metal surface

with enamel paint, brushing, interior to

give an even shade including cleaning the

surface an even shade including cleanicn

the surface of all dirt, dust and other

foreign matter. painting of coat of red lead

paint. (A) In beams and joists, channels

angles Tees, flats, with connecting plates

or angle cleats as in main and cross beams.

Hip and jack rafters, purlins conneted to

common rafters and the like.

ITEM NO.26

Providing and fixing premoulded

compressible filler board in black colour

confirming to MoRT&H Specifications

(Clause 1015), having minimum density

95kg/cum. non-staining with less than

1% water absorption & compression

recovery of 93% minimum as per

specification for 20 mm wide expansion

joint including cutting to required size

and shape at all levels etc.complete as

ITEM NO.27

Providing & laying dry rubble stone pucca

pitching with panel (of size not more than

10 sqmt )of stone masonry 45cm thick wall

in C.M. 1:5, without base , inverted filter

and header stone but with 10cms thick

murrum layer (for base) incl. hand packing

and trimming and dressing slopes etc.(a)

45 cms thick stone pitching with pointing

ITEM NO.28

Providing temporary fair weather

diversion of road suitable for traffic during

the construction period of the strcture

including providing necessary drains and

all safety measures including sign boards

on both the sides, red lamps, signals at

night for traffic etc. comp.

ITEM NO.29

Providing photographs and Videography of

work before start , during work & after

completion of work as per direction &

instruction of Engineer in charge. For

Culvert, Approach road & wall Work

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

(B) 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 labour 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 The Agency will have to pay Royalty for the Available Excavated Hard rock should be directly

paid by the agency to the Mines Department and Rs.224.08 + GST/- per Cum (for weight <40

Kg.) and Rs.248.63 + GST/- per Cum(for weight >40 Kg.). will be recovered for Hard rock by

the department for the Quantity measured and paid under this item to agency. Same quantity

will be considered for the calculation of royalty and recovery of the Hard rock.

5 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, For every one kg of cement required to be reduced than that of stated in Table-AA

in each case based on approved laboratory design mix/nominal mix, the recovery shall

be made at Rs. 5.448 Per kg. of cement. And for every one kg of cement required to be

added than that of stated in Table-AA, in each case based on approved laboratory design

mix/nominal mix, NO EXTRA payment shall be made

Deputy Executive Engineer Executive Engineer

Irrigation Project Sub Division No.1 Bhavnagar Irrigation Project Division

Bhavnagar Bhavnagar

Signature of Contractor