Construction of Slab Drain at Tarapor to Katkuva road connecting to Vrundavan Ashram School Road ch 0/0 to 0/2,Ta:Mandvi,Dist:Surat

Memorandum showing items of work to be carried out

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

1 Proving flood guage makrs on substrucure as per deisign including 8.00 Rmt 167.040 ₹

painting complete

2 Poviding masonry steps with cement pointing on approaches as 40.00 Steps 235.520 ₹

3 Providing and laying filter media 600 mm. thick as directed at the 185.00 Sq.m 1311.190 ₹

back of abutments returns and wing walls as per detailed

4 Providing and filling sand behind abutments and between returns in 224.00 Cu.m 504.430 ₹

layers as directed

5 Excavation for foundaion in hard murrum and boulders and very 593.00 Cu.m 628.030 ₹

stiff or sticky clays and oher similar strata including sorting and

strutting and dewatering as necessary and diposing of excavated stuff

6 Excavation in large boulders and soft rock by welding including 457.00 Cu.m 736.610 ₹

sorting strutting and dewatering as necessary and disposing off the

excavated stuff as directed.

7 Excavation in hard rock by dry wet blasting and chiselling including 140.00 Cu.m 1722.080 ₹

dewatering preparing foundation base by proper benching and

stepping and dispossing of the excavated stuff as directed. (B)

Blasting prohibited

8 Providing & filling in foundation with ordinary cement concrete M 177.00 Cu.m 3695.350 ₹

15 mix and providing necessary vertical pin headers including

formwork vibrating ramming & curing complete.

9 Diversion of water course/providing cofferdam and bund or island as 2.00 Each 30300.000 ₹

may be necessary for foundation the same for the period as may be

necessary (B) Diversion by cofferdam/sland

10 Providing and fixing steel dowel bar of Fe 550D grade 32 mm dia for 116.00 Rmt 600.840 ₹

anchoring by drilling holes in foundation strata including, necessary

bending hooking of dowel bars and grouting the holes complete as

per detailed dawing and as directed

11 Providing and laying weep hole in abutment and return by using A.C. 303.00 Each 89.210 ₹

pipes of 100 mm. Diameter including laying in proper grade and

joining etc. comp. As per detailed specifications.

12 Providing and casting in situ controlled cement M-20 for PCC work

in Abutment, Piers & Return wall as per drawing including centering

shuttiring scaffolding where necessary laying vibrating curing and

finishing complete.

(A) Height from 0.0 M to 5.0 M 888.65 Cu.m 5164.600 ₹

(B) Height from 5.0 M to 10.0 M 129.06 Cu.m 4812.180 ₹

13 Providing and casting in situ controlled cement concrete M 25 Mix 30.00 Cu.m 5350.110 ₹

for R.C.C. works in pier cap abutment cap and dirt wall including

controlled cement concrete M 35 bed rock or pedestals of required

drawings, centering shuttering, scaffolding wherever necessary

laying vibrating curing and finishing complete.

14 Providing & Fixing in position tar paper bearing as per detailed 2.00 Job 10100.000 ₹

design and drawings and specification etc. complete

15 Providing and fixing in position FE 550D steel dowel bars in pier 14.00 Each 455.630 ₹

caps or abutments caps for anchorage in fixed end as per deailed

drawing in cluding cutting bending and welding complete.

16 Providing and fixing in position FE 550 D steel dowel bars in pier 14.00 Each 533.600 ₹

caps For anchorage in free end as per deailed drawing in cluding

cutting bending and welding .

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

17 Providing and fixing in position High strength deformed bar 24.11 M.T 83176.661 ₹

reinforcement of steel grade Fe-550D (FBEC-Fusion Bonded

Expoxy Coated ) (A) Abutment cap and dirt wall (B) Pier cap

(C)Temp.Reinforcement in PCC Pier, Abutment, Return Wall

(D)Solid slab type of superstructure(E) R.C.C Crash Barrier, (F)

R.C.C. Approach slab (G) Wearing coat (H) Temperature

reinforcement for Abutments, and Returns including cutting

,bending, hooking, tying, welding etc, complete as per detailed

drawing and specification.

18 Providing and casting in situ controlled cement concrete M-30 for 153.00 Cu.m 5559.280 ₹

R.C.C. work in superstructure including centering, ramming

vibrating curing and finishing complete.(A) Solid slab type of

19 Providing and casting in situ controlled cement concrete M 40 for 23.00 Cu.m 5660.710 ₹

average 100 mm. thick wearing coat laid as directed including

tamping vibrating finishing curing and filling in joints with bitumen

20 (Provision of an Reinforced cement concrete crash barrier at the 80.00 Rmt 1533.180 ₹

edges of the road, approaches to bridge structures and medians,

constructed with M-40 grade concrete with FE500D (HYSD)

reinforcement conforming to IRC:21 and dowel bars 25 mm dia,

mm long at expansion joints filled with pre-moulded asphalt filler

board, keyed to the structure on which it is built and installed as per

design given in the enclosure to MOST circular No. RW/NH -

33022/1/94-DO III dated 4 June 1994 as per dimensions in the

approved drawing and at locations directed by the Engineer, all as

21 Providing PVC. 100 mm. diameter water spouts including necessary 16.00 Each 159.370 ₹

iron gratings as per drawings.

22 Providing and fixing marble slab including engraving and painting 2.00 Each 1012.650 ₹

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

23 Providing and casting in situ controlled cement concrete M 30 for 23.00 Cu.m 5360.280 ₹

approch slab including form work curing and finishing complete.

24 Providing Pre-moulded asphalt filler joints as per drawings.(A) 23.00 Sq.m 703.530 ₹

25 Dismentaling the existing structure including removing and stacking 45.00 Cu.m 955.410 ₹

the dismentelled materials as and where directed. (A) R.C.C. work

26 Earth work for embankment in cluding breaking clods dressing With 2197.80 Cu.m 177.920 ₹

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 which occur during the proces using vibrating roller

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

27 Box cutting the road surface to proper slope and camber for making a 112.60 Cu.m 109.420 ₹

base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto 50Mt.lead.

28 Clearing and grubbing road land including uprooting trunk 1.10 Hectre 28455.100 ₹

vegetation, grass bushes, shrubs, saplings and tree girth up to

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 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 reference

Quantity Unit figure Amount

no tobook of specifications)

29 Supplying Stacking & Spreding Hard Murrum 100 mm below sub 126.00 Cu.m 531.260 ₹

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.

30 Construction of granular sub-base (GSB-V) 150 mm thick layer by 186.00 Cu.m 1201.900 ₹

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. complete.

31 Providing and laying wet mix macadam (WMM) base course 250 291.00 Cu.m 1122.110 ₹

mm thick in two layers as per MORTH specification using machine

crushed B.T. chips as per required gradation, mixing with required

optimum quantity of water, conveying the mix to site of work,

spreading in to grade and camber with paver/mechanical means and

consolidation each layer with vibratory roller to aschieve the desired

density including cost of material labour plant and equipment etc.

32 Providing and Laying priming coat with emulsion SS-1 grade and 1078.00 Sqm 95.120 ₹

spraying emulsion with spray set fitted on mechanical bouzer using

emulsion at the rate of 7.50 kg/10 smt on WMM surface including

cleaning the surface etc. complete

33 Providing and laying bituminous base course 37.5 mm thick 79.00 M.T 2659.520 ₹

compacted with tack coat of Emulsion grade RS1 at the rate of

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 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

34 Providing and laying 50.00 mm thick compacted B.M. in Single 116.00 M.T 3621.260 ₹

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 by Drum mix plant and spreading the same by finisher

and consolidation with vibratory roller including providing all

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

labour charges etc. complete

35 Providing and laying 25 mm thick compacted Semi Dense 55.00 M.T 4468.590 ₹

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

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

36 Road marking with hot applied thermoplastic paints with 51.00 Sqm 367.730 ₹

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

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 on cement road

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

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.

37 Cat Eye / Road Stud / RPM: Supplying Raised Pavement Markers 51.00 No. 217.410 ₹

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

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

mm and with minimum reflective 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.

38 Direction sign (Junction board):-Providing and fixing sing boards 2.00 No. 14831.710 ₹

made out of 2mm aluminium sheet; size 244 x 122cms. rectangle as

as per the 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

refiective sheeting as per latest M.O.S.T. Specifications; Letters and

numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand

post and frame fabricated from suitable size ironangle of 50 x 50 x

5mm 75x75x6mm as required; painted with best quality epoxy

coatings in black and white bends. the details of symbol or

inscription / numerals for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC block of

size 45 x 45 x 60cms. for each leg. including excavation curing etc.

complete under the supervision of engineer in charge.(A) Engineer

39 Cautionary Warning Sign :-Providing and fixing sing boards made 3.00 No. 3808.660 ₹

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 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 Grade(VR)

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

40 Informatory Signs :-Providing and fixing sing boards made out of 2.00 NO 3856.900 ₹

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 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)...

41 Hazard Marker Sign :-Providing and fixing sing boards made out of 3.00 No. 2423.740 ₹

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 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)...

42 Providing and fixing hectometer as per I.R.C. type design including 4.00 NO 356.500 ₹

painting lettering etc. complete fixing in C.C. 1:5:10.

43 Providing and fixing guard stone as per I.R.C. type design including 32.00 NO 350.810 ₹

white washing etc. complete fixing in C.C. 1:5:10

44 Excavation for foundation up to 1.50 mt depth including sorting out 755.00 Cum 257.318 ₹

and stacking of useful material and disposing of the excavated stuff

up to 50 mt. lead (B) Dense or Hard soil

45 Providing & laying rubble for Gabbion (each stone weight not less 750.00 Cu.m 1083.820 ₹

than 40 Kg.) including packing & filling in the interstices with quarry

46 Providing & Suppling of Mechanically Woven, Double 750.00 Cu.m 1338.250 ₹

Twisted,Hexagonal wire mesh Zinc+ PVC Coated Gabion boxes;

Mesh opening Type : 10 x 12; Wire dia: 2.7/3.7 mm; Selvedge wire

47 Providing, Supply and Installation of 200 GSM Non Woven 450.00 Sq.m 45.450 ₹

Geotextile Needle Punched. Polypropylene Material Having

Minimum Roll Size of 5 mtr x 100 mtr Including all Labours & etc.

48 Providing and laying rubble pitching of 22.50 cm. thick with filling 647.00 Sqm 663.610 ₹

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 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.

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

49 Providing and erecting a 'W' type metal beam crash barrier 110.00 Rmt 3496.620 ₹

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 dip process , all fittings to confirm to I.S 1367 and I.S 1364

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

50 Providing Designing Supplying and Installation of Extruded Bi-Axial 615.00 Sqm 111.100 ₹

Polypropylene 30 kn GeoGrid Including all Labours & etc.

51 Providing Designing Supplying and Installation of Extruded Bi-Axial 756.00 Sqm 141.400 ₹

Polypropylene 40 kn GeoGrid Including all Labours & etc.

52 Supplying and fixing reinforced concrete heavy duty non-pressure 30.00 Rmt 5530.950 ₹

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 1200 mm Dia.

53 Providing and casting in situ Ordinary cement concrete M- 150 for 410.00 Cu.m 3741.130 ₹

R.C.C. Raft and cut-off walls including necessary shuttering laying,

vibrating, ramming and curing complete.

i.e. Rs. One Crore Seventy six lacs seventy seven thousand, eight hundred ninety three Rupess & five

Paisa Only. Total ₹

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.1,76,77,893.05 Estimated amount put to tender.1,76,77,893.05

(* 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.

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

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

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 Engineer and 1% amount as per the schedule - B

6 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-1085/(4)/C dtd 20-12-91.

An amount of Rs. 2,38,423.27 of estimated credit value of Dismenataling of Existing Bridge & Diversion shall be 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