Construction of Low Level Minor Bridge at VaroliJungle Dahikhel Hedalbari Khatuniya Road Km 5/00 to 5/200 (V.R) Ta:Kaparada Dist:Valsad

Memorandum showing items of work to be carried out

Item Description of Item (with brief specification and

Quantity Unit figure Amount

no reference tobook of specifications)

1 Proving flood guage makrs on substrucure as per deisign

including painting complete

2 Poviding masonry steps with cement pointing on

approaches as directed

3 Providing and laying filter media 600 mm. thick as

directed at the back of abutments returns and wing walls 148 Sq.m 1248.75 ₹

as per detailed specifications

4 Providing and filling sand behind abutments and between

returns in layers as directed

5 Excavation for foundaion in hard murrum and boulders

and very stiff or sticky clays and oher similar strata

including sorting and strutting and dewatering as 557 Cu.m 598.13 ₹

necessary and diposing of excavated stuff as directed.

6 Providing & filling in foundation with ordinary cement

concrete M 15 mix and providing necessary vertical pin

headers including formwork vibrating ramming & curing

7 Diversion of water course/providing cofferdam and bund

or island as may be necessary for foundation the same for

the period as may be necessary (B) Diversion by

cofferdam/sland

8 Empty boring through all. sorts of strata for providing

1.20 M dia. R.C.C. bored piles to required depth including

providing necessary casting pipe with all plants and

equipments as required complete.

9 Providing and laying controlled cement concrete M 35 for

R.C.C.bored piles of 1.20 M dia. Including ramming,

vibrating and finishing Excluding Reinforcement

10 Providing and fixing in position steel bar reinforcement of

steel bar reinforcement of steel grade FE-550D TMT for

(A)R.C.C. bored piles (B) PILE CAP (C) Abutment cap

and dirt wall (D) Pier cap ,R.C.C Pier, Abutment, Return

Wall (E) Side Wall (F) Solid slab type super structure (G)

R.C.C Crash Barrier (H)R.C.C. Approach slab (I)

Wearing coat as per detailed drawing including cutting

hooking, tying, welding and including forming the cage

and lowering it in position. complete

11 Conducting load testing (Perfer Static Load Test) of a

single pile up to following capacity in accordancec with

IS:2911 (Part IV) including installation of loading plate

form and prepartion of pile head or construction of test

cap and dismantling of test cap after test etc. with all 3 Nos. 35767.11 ₹

labours, material, tools & plate, equipments, machinery,

etc. complete as per drawing and Specification, as

directed by the Engineer.(Initial Load Test & Routine

Item Description of Item (with brief specification and

Quantity Unit figure Amount

no reference tobook of specifications)

12 Performing Integrity Test (low strain) on vertical pile.

The item shall include chipping of weak concrete at the

top of pile, leveling, bending of reinforcing bars,

preparation of pile head including testing with pile

driving analyser or approved equivalent. To be carried

out at least 15days after concreting of piles. A specialist

approved Agency shall be employed by the Contractor for

the test. The test shall be carried out as per relevant

ASTM code.The item is including complete testing with

approved apparatus, analysis of results and conclusions

including submission of test reports in three hard copies

with soft copy in CD.

13 Providing and casting in-situ controlled cement concrete

M 35 For R.C.C. piles cap including necessary form work 301 Cu.m 5106.26 ₹

Providing curing andinfinishing

& casting complete.

situ Design mix concrete M 35 for

R. C.C. Raft (Footing pad)and Cutt off including

necessary shuttering laying vibrating ramming and curing

15 Chipping and dressing of the RCC piles upto cut-off level

including cleaning of reinforcement and removal of

dismantled materials, etc. for providing pile caps as 28 Cu.m 886.06 ₹

directed by Engineer and as per specification.

16 Providing Steel Liner 6 mm thick for pile including

Fabricating and Setting out as per Detailed Drawing.

17 Providing and laying weep hole in abutment and return

by using A.C. pipes of 100 mm. Diameter including laying

in proper grade and joining etc. comp. As per detailed

specifications.

18 Providing and casting in situ controlled cement M-35 for

R.C.C. work in pier Cap Abutment Cap and Dirt Wall

Including Controlled Cement Concrete M 40 Bed Rock or

Pedestals of Required Drawings, Centering Shuttering,

Scaffolding Wherever

(A) Height from 0.0 MNecessary

to 5.0 M Laying Vibrating Curing 150 Cu.m 5408.28 ₹

19 Providing and casting in situ controlled cement concrete

M 35 Mix for R.C.C. works in pier cap abutment cap and

dirt wall including controlled cement concrete M 40 bed

rock or pedestals of required drawings, centering 90 Cu.m 5487.58 ₹

shuttering, scaffolding wherever necessary laying

vibrating curing and finishing complete.

20 Providing & Fixing in position tar paper bearing as per

detailed design and drawings and specification etc. 2 Job 10100 ₹

21 Providing and fixing in position FE 550D steel dowel bars

in pier caps or abutments caps for anchorage in fixed end

as per deailed drawing in cluding cutting bending and

welding complete.

22 Providing and fixing in position FE 550 D steel dowel bars

in pier caps For anchorage in free end as per deailed

drawing in cluding cutting bending and welding .

23 Providing and casting in situ controlled cement concrete

M-35 for R.C.C. work in superstructure including

centering, ramming vibrating curing and finishing 319.03 cu.m 5547.73 ₹

complete.(A) Solid slab type of superstructure

Item Description of Item (with brief specification and

Quantity Unit figure Amount

no reference tobook of specifications)

24 Providing and casting in situ controlled cement concrete

M 40 for average 100 mm. thick wearing coat laid as

directed including tamping vibrating finishing curing and 44 Cu.m 5597.11 ₹

filling in joints with bitumen complete.

25 Providing and Csting in Situ Controlled Cement Concretr

M-30 for Kerb including Formwork Curing and finishing, 12 Cu.m 5097.77 ₹

26 Providing Parapet of Controlled Cement Concrete M-30

as per Detailed Drawing Necessary Reinforcement

Including, Shuttering, Laying Vibrating and Finishing to 131 Rmt 1788.01 ₹

Line and Level Complete (Cast in Situ)

27 Providing PVC. 100 mm. diameter water spouts including

necessary iron gratings as per drawings.

28 Providing and fixing marble slab including engraving and

painting complete. (A) size 75 cm x 60 cm x 4 cm

29 Providing and casting in situ controlled cement concrete

M 30 for approch slab including form work curing and 23 Cu.m 5296.68 ₹

finishing complete.

30 Providing Pre-moulded asphalt filler joints as per

drawing (A) 12 mm

31 Finishing wall with weather proof exterior emulsion paint

on wall surface (two coats) to give an required shape even

shade after thoroughly brushing the surface to remove all 165 Sq.m 114.54 ₹

dirt, and remains of loose powdered materials.etc complete

32 Dismentaling the existing structure including removing

and stacking the dismentelled materials as and where 144 Cu.m 909.91 ₹

directed. (A) R.C.C. work

33 Providing fusion bonded Epoxy coating not less than

micron thickness and up to 300 micron to reinforcement

bars as per IS13620-1993/ASTM-775 M including testing 61.59 M.T 10162.62 ₹

of coating at plant and all taxes (A) 10mm to 16mm dia

34 Providing fusion bonded Epoxy coating not less than

micron thickness and up to 300 micron to reinforcement

bars as per IS13620-1993/ASTM-775 M including testing 92.378 M.T 7296.24 ₹

of coating at plant and all taxes (B) 20mm to 32 mm dia

35 Earth work for embankment in cluding breaking clods

dressing With all lead and lift and including watering,

rolling, and consolidation of subgrade in layers at O.MC.

To required dry density including filling the depressing 1164.4 Cu.m 177.92 ₹

which occur during the proces using vibrating roller 8.T.

to 10 T (A) From borrow area within any km.

36 Clearing and grubbing road land including uprooting

trunk vegetation, grass bushes, shrubs, saplings and tree

girth up to 300 mm, removal of stumps of trees cut earlier

and disposal of unserviceable materials and stacking of

serviceable materials to be used or auctioned up to a lead 0.1 Hectre 28455.1 ₹

of 1000 meters including removal and disposal of top

organic soil not exceeding 150 mm in thickness. (C) by

mechanical means in area of light jungle

Item Description of Item (with brief specification and

Quantity Unit figure Amount

no reference tobook of specifications)

37 Supplying Stacking & Spreding Hard Murrum 100 mm

below sub base and 100 mm for Side Shoulder of work as

per specification and Borrow material with Min CBR of

18% laid and compacted over. Compacted of native soil of

min. CBR of 1.8%, ( including spreding,watering and

consolidation) With Vibtatory roller excceding 80KN and

not excceding 120KNetc.complete.

38 Construction of granular sub-base (GSB-V) 150 mm

thick layer by providing machine crushed B.T. material

satisfying MORT&H specification (Fifth revision) of

Grading V including spreading in uniform layer with

motor grader on prepared surface, mixing by mix in place

method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density etc.

39 Providing & laying spreading and compacting stone

aggregate 53 mm to 22.4 mm size to W.B.M. 75 mm thick

in Three layers including spreading in uniform thickness,

hand packing, rolling with vibratory roller 8 to 10 tonnes

to proper grade and camber, applying and brooming

requisite type of screening/ binding/ filler materials to fill

up the interstices of coarse aggregate, watering and

compacting to the required density. Grading II using

screening type A (13.2 mm stone aggregate)

40 Providing and Laying priming coat with emulsion SS-1

grade and spraying emulsion with spray set fitted on

mechanical bouzer using emulsion at the rate of 7.50 kg/10 595 Sqm 70.54 ₹

smt on WMM surface including cleaning the surface etc.

41 Providing and laying bituminous base course 37.5 mm

thick compacted with tack coat of Emulsion grade RS1 at

the rate of 2.5 Kg./10Sqmt. and using B.T. stone

aggregates of required gradation and asphalt (VG-30)

grade for mixing @ 1.99 % by weight of total mix

including heating the aggregate and asphalt by drum mix 44 M.T 2212.26 ₹

plant and spreading the same by paver finisher and

consolidation with vibratory roller including providing all

materials, equipments, tools and plants, oil, kerosene, fire

wood, labour charges etc. complete

42 Providing and laying 50.00 mm thick compacted B.M. in

Single Layer with B.T. aggregate as per MORT&H

specification using Emulsion grade RS1 for tack coat at

2.5 Kg./10Sq.mt. with mechanical sprayer and bitumen

grade VG-30 for mixing at the rate 34.0 Kg/M.T. i.e. 3.4%

of total mix including heating the aggregate and asphalt 65 M.T 2920.19 ₹

by Drum mix plant and spreading the same by paver

finisher and consolidation with vibratory roller including

providing all materials, equipments, tools and plants, oil,

kerosene, fire wood, labour charges etc. complete

Item Description of Item (with brief specification and

Quantity Unit figure Amount

no reference tobook of specifications)

43 Providing and laying 25 mm thick compacted Semi Dense

Bituminuous Concrete using stone chips as per

MORT&H gradation & 60/70(VG-30) grade asphalt for

mixing @ 5.0% by weight of total mix for binder

including heating the aggregate and asphalt by Drum Mix

44 Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface poviding and

laying a hot applied thermoplastic compound 2.5 mm

thick including reflectrorising glass beads @250 gm per

sqm area, thickness of 2.5 mm in exluding of surface

applied glass beds as per IRC:35-2015. The finished

surface to be level,uniform and free from streaks and

holes zebra patta/bump pattaline/center line/cut patta.The

white colour marking should provide liminance coefficent 40 Sqm 367.73 ₹

on cement road shall be min 130 mcd/m^2/lux and

Asphalt road shall be min 100 mcd/m^2/lux during the

service life during the day time .The marking should meet

the performance criteria for night time rreflectivity and

skid resistance as mentioned in section -15 of IRC 35-2015

, warranty for retro reflectivity shall be two years.

45 Cat Eye / Road Stud / RPM: Supplying Raised Pavement

Markers made of polycarbonate and ABS moulded body

and reflective panels with Micro prismatic lens (No Glass

bead lens) capable of providing total internal reflectionof

the light entering the lens face and shall support a load of

13635 kgs. tested in accordance to ASTM D 4280 Type H

and complying to Specifications of Category A of

MORTH Circular No RW/NH/33023/10-97 Ð DO III Dt

11.06. 1997. The height, width and length shall not exceed

20 mm, 130 mm and 130 mm and with minimum reflective 40 No. 217.41 ₹

area of 13 Sqcm on each side and the slope to the base

shall be 35 +/- 5 degree. The body of themarker should

having finger grip for easy and accurate placement and

application with epoxy / bituminous Adhesive as

recommended by the manufacturer of the marker. The

color of the marker should be as per theIRC 35-2015 and

as directed by Engineer-in-charge.

Item Description of Item (with brief specification and

Quantity Unit figure Amount

no reference tobook of specifications)

46 Cautionary Warning Sign :-Providing and fixing sing

boards made out of 2mm aluminium sheet; size 90 x 90 x

90 cms. equilateral triangle as per design of IRC-67-1977.

Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of

best quality epoxy paint reflectorised with retro

refiectivesheeting as per latest .O.S.T.Specifications; 3.1m

long stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as 1 No. 3808.66 ₹

required; painted with estquality epoxy coatings in black

andwhite bends. The details of symbol foreach board shall

be as per theinstruction of engineer in charge. The fixing

at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg.including excavation, curing etc.complete

under the supervision of engineer in charge.(A) ngineer

47 Informatory Signs :-Providing and fixing sing boards

made out of 2mm aluminium sheet; size 80 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 qualityepoxy

paint; reflectorised with retro refiective sheeting as per

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

frame fabricated from suitable sizeiron angle of 35 x 35 x

3mm75x75x6mm as required; painted with best 1 NO 3856.9 ₹

qualityepoxy coatings in black and whitebends. the details

of symbol for eachboard 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

45 x45 x 60cms. for each leg. including excavation curing

tec. complete under the supervision of engineer in

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

48 Hazard Marker Sign :-Providing and fixing sing boards

made out of 2mm aluminium sheet; size 90 x 30cms.

rectangle as as per the design/drawing attached (IRC)

pretreated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; 3.1m long

stand post and frame fabricated from suitable size iron 1 No. 2423.74 ₹

angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted with best

quality epoxy coatings The fixing at site shall be in 1:2:4

CC block of size 45x45x 60cms. for each leg. including

excavation curing etc. complete under the supervision of

engineer in charge.(A) Engineer Grade(VR)...

49 Providing and fixing hectometer as per I.R.C. type design

including painting lettering etc. complete fixing in C.C. 4 NO 356.5 ₹

50 Providing and fixing guard stone as per I.R.C. type design

including white washing etc. complete fixing in C.C. 1:5:10 8 NO 350.81 ₹

Item Description of Item (with brief specification and

Quantity Unit figure Amount

no reference tobook of specifications)

51 Excavation for foundation up to 1.50 mt depth including

sorting out and stacking of useful material and disposing

of the excavated stuff up to 50 mt. lead (B) Dense or Hard

52 Providing & laying rubble for Gabbion (each stone weight

not less than 40 Kg.) including packing & filling in the 156 Cu.m 1083.82 ₹

interstices with quarry spalls.

53 Providing & Suppling of Mechanically Woven, Double

Twisted,Hexagonal wire mesh Zinc+ PVC Coated Gabion

boxes; Mesh opening Type : 10 x 12; Wire dia: 2.7/3.7

mm; Selvedge wire dia: 3.4mm.

54 Providing, Supply and Installation of 200 GSM Non

Woven Geotextile Needle Punched. Polypropylene

Material Having Minimum Roll Size of 5 mtr x 100 mtr

Including all Labours & etc. Complete.

55 Providing and laying rubble pitching of 22.50 cm. thick

with filling the sand in the interstices & C.C. 1:3:6

panelling at 3.0 mt. C/C and 30 cms. x 30 cms. panel wall

as per the detailed drawing with necessary excavation and 265 Sqm 596.77 ₹

providing water chute of C.C. 1:3:6 at 24.00 mt. C/C

providing pointing on rubble pitching in CM 1 : 3 etc.

56 Providing and erecting a 'W' type metal beam crash

barrier comprising of 3 mm thick corrugted sheet metal

beam rail. 70 cm above road/ground level. fixed on ismc

series channel verticle ost 150x75x5 mm spced 2 mt centre

to centre, 1.8 mt height , 1.1 mt below ground /road

level,all steel parts and fitments to be galvanised by hot 20 Rmt 3496.62 ₹

dip process , all fittings to confirm to I.S 1367 and I.S

, metal beam rail to be fixed on the verticle post with a

spacer of channel section 150 x75x5 mm ,330 mm long

complete as per clause

57 Providing Designing Supplying and Installation of

Extruded Bi-Axial Polypropylene 30 kn GeoGrid 540 Sqm 111.1 ₹

Including all Labours & etc. Complete.

58 Providing Designing Supplying and Installation of

Extruded Bi-Axial Polypropylene 40 kn GeoGrid 152 Sqm 141.4 ₹

Including all Labours & etc. Complete.

Item Description of Item (with brief specification and

Quantity Unit figure Amount

no reference tobook of specifications)

59 Supplying and fixing reinforced concrete heavy duty non-

pressure pipes with collars for culvert carrying heavy

traffic as per IS: 458-1991 spcifications including setting

the pipes in C:M 1:2 watering and laying (to leval or

slopes) of class NP3 of following internal Diameters

Rupees Two Crore Seventy Three Lac Thirty Five Thousand One Hundred Twenty Total ₹

Two and Paise Seventeen Only

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.

Amount of My / our Tender Work out as under.

* Estimated amount put to tender.RS. 2,73,35,122.17 Estimated amount put to tender.RS.

(* Please strike out whichever is not applicable.)

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.

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

G.R.: PRC-10/2017 Cement Consumption/16/C, Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items

4 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 mentioned in all the tender.

All works shall be carried out as per latest MORTH Specification Booklet and other specification of Division as

Testing of material shall be done as per statement attached with specification. The material should be tested in

GERI or Private laboratory approved by Govt. of Gujarat. Bill for testing charges should be paid by Executive

6 Engineer and 1% amount as per the schedule - B computed after deducting the cost of materials to be supplied

by the Govt. and shall be recovered from the contractor's running bill as per Govt., R&B Department No. TNC-

An amount of Rs. 28800.00 of estimated credit value of Dismenataling of Existing Bridge & Diversion shall be

7 recovered from the 1St R.A. Bill of this work irrespective of the quantity actually received on site.

Deputy Executive Engineer, Executive Engineer

Pan (R & B) Sub Division Pan(R & B ) Division

Kaparada Valsad