Construction of Various structure under Navsari Divion,Taluka: Navsari , Dist: Navsari PACKAGE -4 (1) MMGSY Year (2025-26) Construction of Slab Drain, Approch Road and protection work on Toli - Sadlav Road, Ch. 2/8 to 3/0 Ta. Navsari, Dis. Navsari. 2) MMGSY 2025-26. Construction of Box Culvert on Sadlav Aahirvas Halpativas Road, Ch. 0/0 To 0/2, Ta. Navsari, Dist. Navsari

Name of Work : PACKAGE 4 - Construction of Various structure under Navsari Division,Taluka: Navsari

1)'MMGSY Year (2025-26)Construction of Slab Drain, Approch Road & protection work on Toli - Sadlav Road,

Ch. 2/8 to 3/0 Ta. Navsari, Dis. Navsari.2) MMGSY 2025-26.Construction of Box Culvert on Sadlav Aahirvas

Halpativas Road, Ch. 0/0 To 0/2, Ta. Navsari, Dist. Navsari

Memorandum showing items of work to be carried out

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

Excavation for foundation in sand, gravel, clay soft soils

and murrum etc. including shoring, strutting dewatering

1 as necessary and sisposing of the excavated stuff as 1344.30 Cum 513.62

directed (A) Depth upto 3.00 M and lead upto 100 m for

Excavation for foundation in hard murrum and boulders

and very stiff or sticky, clays and other similar strata

including shoring, strutting dewatering as necessary and

disposing of the excavated stuff as directed.

Excavation in large boulders and soft rock by welding

3 including shoring, strutting dewatering as necessary and 65.00 Cum 719.06

disposing of the excavated stuff as directed.

Excavation in hard rock by dry wet blasting and

chiselling including dewatering preparing foundation

base by proper benching and stepping and disposing of

the excavated stuff as directed. (B) General Blasting.

Providing and filling in foundation with ordinary

Cement Concrete M-100 mix and providing necessary

vertical pin headers including formwork vibrating

ramming and curing complete (more than 10 ton).

Providing & casting in situ ordinary cement concrete M-

200 mix and providing necessary pin headers including

6 shuttering, scaffolding, laying, vibrating, curing and 584.20 Cum 4252.14

finishing complete without V-Groves. (A) Height from

0.0 M. to 5.0 M. (more than 10 ton).

Providing & casting in situ ordinary cement concrete M-

150 mix and providing necessary pin headers including

7 shuttering, scaffolding, laying, vibrating, curing and 1801.50 Cum 3905.63

finishing complete without V-Groves. (A) Height from

0.0 M. to 5.0 M. (more than 10 ton).

Providing and placing in position FE 500D bar

reinforcement for following items including cutting

8 bending hooking and tying complete as per detailed 10.53 MT 73858.69

drawing.For well :- curb, staining, cap, RCC Raft, Piers,

Abutments & R.C.C. Returns

Providing and placing in position FE 500D TMT bar

reinforcement including cutting, bending, hooking, and

9 tying complete as per detailed drawing. (A) Solid Slab, 37.39 MT 73243.02

(B) R.C.C. Kerb, (C) R.C.C. Footpath, (D) R.C.C.

Approch slab, (E) Wearing Coat.

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

Providing and Casting in situ controlled Cement

Concrete M-200 for R.C.C work in pier cap, abutment

cap and dirt wall including controlled cement concrete

10 M-250 bed blocks or pedstals of required size below 16.70 Cum 5213.73

bearings as per detailed drawings, centering, shuttering,

scaffolding, wherever necessary, laying virrating, curing

and finishing complete. (more than 10 ton)

Providing and fixing in position mild steel dowel bars in

pier caps or abutments caps for anchorage in free end as

per detailed drawings including cutting bending and

welding complete.

Providing and fixing in position mild steel dowel bars in

pier caps or abutments caps for anchorage in fix end as

per detailed drawings including cutting bending and

welding complete.

Providing and casting in situ controlled cement concrete

M-250 for R.C.C solid slab including centering

scaffolding curing and finishing complete. (more than

Providing 12 mm thick pre-moulded asphalt filler joints

as per drawings.

Providing and casting in situ ordinary cement concrete

M-400 for average 100mm thick wearing coat laid as

15 directed including tamping, vibrating, finishing curing 26.70 Cum 5631.25

and filling in joints with bitumen complete. (more than

Providing and laying filter media 600MM thick directed

16 at the back of abutments, returns and wing walls as per 2481.00 Sqm 1279.96

detailed specifications. (more than 10 ton)

Providing and laying weep hole in Abutments, and

returns by using A.C. pipe of 100 MM including fixing

in proper grade and jointing the complete as per detailed

Providing G.I 100 mm diameter water spouts including

18 necessary iron gratings as per drawings. (more than 10 8.00 Nos. 536.03

Filling available excavated earth (excluding rock)

in trenches. plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth consolidating

each disposited layer by ramming and watering.

Providing masonary steps with cement pointing on

approaches as directed. (more than 10 ton).

Providing and casting in situ ordinary cement concrete

21 M-200 for kerbs/ kerb blocks including formwork, 9.40 Cum 4280.87

curing and finishing complete. (more than 10 ton)

Providing Parapet of Ordinary cement concrete M-200

as per detailed drawings with necessary Reinforcement

including shuttering, laying, vibrating, curing and

finishing to line and level complete.

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

Providing flood flood gauge marks on substructure as pe

design including painting complete'

Providing and filling trenches of excavation in rocky

24 strata with ordinary cement concrete M-75 (more than 16.00 Cum 2919.93

Providing and fixing mild steel dowel bars of minimum

32mm dia. For anchoring by drilling holes in foundation

25 strata including necessary bending, hooking of dowel 54.00 Rmt 450.07

bars and grouting the holes complete as per detailed

drawing and as directed

Dismentaling the existing structure including removing

26 and staking the dismentelled material as and where 242.54 Cum 932.65

directed (A) RCC Work

Clearing and grubbing road land including uprooting

trunk vegetation, grass bushes, shrubs, sapligs and trees

27 girth upto 300 mm removal of stumps of trees cut earlier 0.19 Ha. 28455.00

& disposal of unserviceable material. (C) By

Mechanical means in area of light jungle.

Earthwork in cuting in all sorts of soil and soft murrum

including conveying and spreading the stuff,

28 embankment as and where directed within 200meters 64.00 Cum 130.94

from the end of the cutting with all required lead and

Earth work for embankment including breaking clods,

dressing with all lead and lift and including watering,

rolling and consolidation of subgrade in layers at

29 O.M.C. to required dry density, including filling the 4067.10 Cum 173.67

depressing, which occurs during the process using

power roller of 8 tonne to 10 tonne all as per

Construction of granular sub-base Gr-I by providing

coarse graded B.T. machine crushed material satisfying

MOST specification of (grading I) using materials (53

mm to 26.5 mm@ 35 percent, 26.5 mm to 4.75 mm @

30 45 percent, 2.36 mm below @ 20 percent) including 396.00 Cum 894.10

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.

Supplying, stacking & spreading Hard murrum on road

31 side for hard side shoulder of work as per specification 60.00 Cum 427.57

including rolling & watering complete.

Providing and maintaining a diversion road suitable for

traffic during the construction period of the Bridge/CD

works, including necessary earthwork, 150 mm thick

32 GSB-II, 150 mm thick WMM, 37.5 mm thick BUSG, 55.00 Rmt 8595.10

head walls, NP3 Hume pipes of 1200 mm dia, and

diversion sign boards, all as per the instructions of the

Engineer-in-Charge, complete.

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

Informatory Signs :-Providing and fixing sing boards

made out of 2mm aluminium sheet; size 80 x 60 cm

rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching 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

33 of 35 x 35 x 3mm, 75 x 75 x 6 mm as required; painted 2.00 Nos. 3856.90

with best quality epoxy coatings in black and white

bends. the details of symbol for each board shall details

of symbol 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 60 cm for each leg including

excavation curing etc. complete under the supervision of

engineer in charge. (A) Engineer

Cautionary Warning Sign :-Providing and fixing sing

boards made out of 2 mm aluminium sheet size 90 x

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

1977. Pre treated with phospheting process & acid

etchin 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, 75 x 75 x 6mm as

required; painted with best quality epoxy coatings in

black and white bends. The details of symbol 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 60 Cm for each leg including excavation,

curing etc. complete under the supervision of engineer

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

Road Marking with hot thermoplastic paints with

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplasic compound

mm thick including refectorising glass beads @ 250 gms

per sqm area, thickness of 2.5 mm is excluding 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 Patta lane/Centre

line/ edge line/ Cut patta. The White color marking

should provide liminance coefficient on cement road

shall be min 130 mcd/m2/lux and Ashphalt road shall be

min. 100 mcd/m2/lux during the service life during the

day time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity and

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

Warrenty For Reflectivity shall be Two Year.

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

Cat Eye / Road Stud/RPM: Supplying of MoIded Twin

Shanks Raised Pavement Markers made of

polycarbonate and ABS molded body and reflective

panels with Micro prismatic lens (No Glass bead lens)

capable of providing total internal reflection of the light

entering the lens face and shall support a load of

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- DO III Dt 11.06.

1997. The height, width and length shall not exceed

36 mm, 130 mm and 130 mm and with minimum reflective 192.00 Nos. 259.40

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

shall be 35 +/-5 degree. The strength of detachment of

the integrated cylindrical shanks, (of diameter not less

than 19 +/- 2 mm and height not less than 30 +/- 2 mm)

from the body is ro be a ninimum value of 500 Kg

Fixing will be by drilling holes on the road for the

Shanks to go inside, Without nails and using epoxy resin

based adhesive as per manufacturer’s recommendation

and The color of the marker should be as per he IRC 35-

201S and as directed by Engineer-In-charge.

Providing and erecting 'W' metal beam crash barrier

comprising of 3 mm thick corrugated sheet metal beam

rail 70 cm above road/ground level fixed on ISMC

channel vertical post 150mm x 75m x 5mm size erected

at 2Mt. center to center,1.8 m high ,1.1 m 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 1364, metal beam rail to be fixed on the vertical post

with a spacer of chsnnel section 150x75x5 mm,330mm

long complete as per clause

Providing and filling sand below RCC raft in layers

including ramming and dewatering etc complete.

Providing and casting in situ ordinary cement concrete

M-150 P.C.C for R.C.C. raft and cut off walls including

necessary shuttering laying, vibrating ramming and

curing complete.

Providing and casting in situ controlled cement concrete

40 M250 for approach slab including form work curing and 15.20 Cum 5172.31

finishing complete.

Providing and casting in situ Controlled cement

41 concrete M 250 for kerb / kerb block including form 14.20 Cum 4890.93

work curing and finishing etc complete.

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

Providing and laying of Wet Mix Macadam base course

as per MORTH specification using machine crushed

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

required optimum quantity of water, conveying the mix

43 to site of work, spreading in to grade and camber with 633.80 Cum 943.28

paver/mechanical means and consolidation each layer

with vibratory roller to aschieve the desired density

including cost of material labour plant and equipment

Providing and applying primer coat with Bitumen

emulsion (SS-I) on prepared surface of granular base

including cleaning of road surface and spraying primer

at the rate of 7.50 kg/ 10sqmt using mechanical means

as per Technical Specification Clause 502. (Hincol

made only ) (ii) Medium porosity

Providing & laying bituminious base course 37.5 mm

thick compacted in single layer asphalt VG-30 grade at

1.99 % by weight of mix for mixing and 4.0 kg/10 smt

VG-30 grade Asphalt for tack coat & using B.T. chips

of required gradation including cleaning and heating

asphalt, premix material by drum mix process in proper

gradation and laying with paver finisher including

rolling and consolidation with 8-10 tonne vibratory

roller and providing all material equipment, tools, and

plants, fire wood, oil, kerosene labour charges etc.

complete using contractor's own machinaries, drum mix

plant and paver finisher etc. complete.

Providing, laying 25mm thick compacted bituminous

carpet considering 0.66 cmt./10Smt. Stone chips for one

M.ton as per specification, using the asphalt at rate

33.60 Kg/M.ton (i.e. 3.36% by weight of total mix)and

asphalt for tack coat at rate 2.5 Kg/ 10sq.mt. including

heating and mixing the asphalt and stone aggregates by

continuous batching of drum mix plant and transporting

and spreading the same by paver finisher and consoli-

dation with vibratory roller with necessary equipments

oil, kerosene,fire wood labour charges etc comp.with

contractor's own machineries and equipment tools etc.

complete in accordance with the requirement.

Providing and laying seal coat with B.T. aggregate

as specified using aggregate at the rate of

Cu.mt./10 Sq. mt. and bitumen grade VG-30 for mixing

with aggregate at the rate of 4.50 % i.e. 45.00 Kg. / M.T

including heating & mixing in hot / drum mix plant &

47 transporting & sreading the same by paver finisher & 67.00 MT 2944.17

consolidation with vibratory roller incl. necessary

firewoood, oil, lubricants, labour charges etc. using

contractor's own drum mix plant, machineries &

equipment, tools etc. complete in accordance with the

requirement of specification.

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

Providing and laying asphalt painting on B.T. surface

with bitumen VG-30 at rate of 5 Kg/10 sqmt. of bitumen

and spreading stone dust on painting surface at the rate

of 0.03 Cu.mt /10 Sqmt.

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

49 design including white washing etc. complete. (i) Fixing 72.00 Nos. 350.80

MMGSY Logo Board:- Providing and fixing MMGSY

Logo Board Providing & Fixing sign boards made out of

2mm. Aluminium sheet size 60 x 60 cms. sqare plus

60x20cms ractanguler additional plate 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 pinte reflectorised with

retro reflective sheeting as per lates M.O.S.T

50 Specification : 3.1 M long Stand post and frame 2.00 Nos. 5050.00

fabricated from suitable size iron angle of 35 x 35 c x

3mm. 75 x 75 x 6mm. as required : painted with best

quality epoxy coating in black and white bends the

details of symbole 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.comp. under the

supervision of engineer in charge. (A)Engineer grade.

Providing and Casting in situ controlled Cement

Concrete M-200 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

Providing and casting in situ controlled cement concrete

M-200 for R.C.C. return as per drawings including

centering shuttering, scaffolding where necessary,

laying vibrating, curing and finishing complete.(A)

Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3)

Providing fusion bonded Epoxy coating not less than

175 micron thickness and up to 300 micron to

53 reinforcement bars as per IS-13620- 1993/ASTM-775 M 8.00 Nos. 10162.62

including testing of coating at plant and all taxes (A)

10mm to 16mm dia bar

Providing fusion bonded Epoxy coating not less than

175 micron thickness and up to 300 micron to

54 reinforcement bars as per IS-13620- 1993/ASTM-775 M 18.00 Nos. 7296.24

including testing of coating at plant and all taxes (B)

20mm to 32 mm dia bar

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

Provding P.V.C. 100 mm diameter water spouts

including necessary iron gratings as per drawings.

Supplying Pre - Moulded Bituminious Joint Filler. (iii)

Providing 22.5 cm thick dry stone rubble pitching

including prepairing the surface and making pannels of

57 3.00x3.00m with stone masonry in C.M.1:6 including 278.20 Sqm 1204.93

filling murrum and cement pointing in C.M.1:3 etc.

Wall painting (two coats) with plastic emulsion paint of

approved brand and manufacture with on undecorated

wall surface to give an even shade including throughly

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth along

ceilings and sloping roofs.

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 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)...

Providing and fixing 'W' metal double beam crash

barrier comprising of 3 mm thick corrugated sheet

metal beam rail 70 cm above road/ground level fixed on

ISMC channel vertical post 150mm x 75m x 5mm size

erected at 1.5Mt. center to center,1.8 m high ,1.1 m

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 1364, metal beam rail to be fixed on

the vertical post with a spacer of chsnnel section

150x75x5 mm,330mm long complete as per clause

I/We am/are willing to carry out the work at ………………………………………………..% above/below (percent

should be written in figures and words) of the estimated rates mentioned above. Amount of my/our tender works out as

*Estimated amount *Estimated amount

Put to tender (Rs.) Rs…28639104.25 Put to tender (Rs.) Rs.28639104.25

Sr. No. Item Description Quantity Unit Total Amount

Sr. No. Item Description Quantity Unit Total Amount

Deduct ……. % below Rs……………………. Add ……. % Avove Rs………

Net Rs. ………………… Total Rs. ………….…

*( please strike out whichever is not applicable)

An Amount shall be recovered from the 1st RA Bill of this work -385276.74/- Rupees

towards salvage value of dismentalled material likely to be available from dismentalling the existing

All works shall be carried out as public works department Handbook and other specification of Division or

All the columns in schedule should be filled in ink or ballpen and the total of the entries in last column

should be struck by the contractor under his signature.

Rate quated include clearance of site (Prior commencement of work and at its close) in all respects and hold

good for work under all conditions,site moisture, weather etc.

The Contractor shall exhibit a board as per Government Circular No. BDG/ 3277/ 1657/ N Dated 26/1/1997

Note :- 5 S (M.GUJ) with detailed specification and details of work and amount involved at site without any payment

as directed by the Engineer-in-charge.

Note :- 6 All controlled concrete shall be produced in a fully automatic Concrete batching and mixing plant only.

The Contractor is solely responsible to bare all applicable taxes i.e. G.S.T. etc. and Department will not

Note :- 7 entertain any contractor representation to reimburse any financial burden due to applicable taxes i.e. G.S.T.

etc. NOT APPLICABLE

Note :- 8 To be continued on additional sheet,if found necessary.

Signature Deputy Executive Engineer, Executive Engineer,

of Bidder Panchayat (R&B) Sub-Division Panchayat (R&B) Division,

Navsari Navsari