Upgradation of water supply distribution line, Remaining PQC Road and Paver Block at Dabhoi GIDC Industrial Estate.

It. No. Description Qty Unit Rate Amount

1 Water Supply :- Demolition of Brick work and stone

masonry including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and lift. 40.00 Cum. 549.49

(ii) In Cement Mortar

2 Demolition including stacking of serviceable materilas

and disposal of unserviceable materials with all lead and 60.00 Cum. 1056.58

lift. (i) R.C.C. work

3 Clearing and grubbing road land including uprooting rank 1.52 Hec.

vegetation grass bushes, shrubs, sapling and trees girth up

to 300 mm removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) By mechanical

means in area of light jungle

4 Providing & Supplying , Lowering & Laying(butt fusion

welding method) of ISI Marked High Density Poly

Elhylene H.D.P.E. Pipes in standard length sulfable for

potable water as per IS Specification no. 4984/1995

including all local & central taxes & duties,transportation, 2700.00 Rmt. 543.11

freight charges, inspection charges, loading, unloading &

conveyance to departmental stores etc. complete 110 mm

5 Providing and supplying Lowering, laying and jointing in

position as per IS :14846 (latest editon ) of following class

and diameter including all taxes, insurance, transportation,

frieght chargesoctroi, inspection charges,loading 5.00 Nos. 4341.00

,unloading ,conveyance to departmental stores, stacking

etc.complete as instructed by engineer in charge.

6 Providing and fixing in position and jointing of cast steel Nos 23174.22

temper proof Kinetic Double Orifice Tamper Proof non-

tamper air release with isolating sluice valve PN1.6 type

flanged end high performance CI Air valves 100mm dia

for water combination type (Air release valve non

temoring type) having double ball, double oriffice with

stainless steel ball, tamper proof air vents rolling seal

mechanism for air release and anti vaccum application,

having lat faced flanges and drilled. Hydraulic test

certificate and certifiacate of material of construction of

parts shall be submitted before dispatch of valves. (Rate to

include cost of gaskets, bolts, nut and every other

materials required for jointing, and its transportation etc

and well functioning including Class A Double Flanged

(DF) CI pipe stem of min. 2.0 m to be raised above pipe,

including special fitting for connecting to main pipe

including necesssary adoption of Flange on DI pipe for

connecting DF ms pipe of suitable diameter, including all

taxes and duties, insurance, transportation, freight

charges, octroi, inspection charges, loading, unloading,

conveyance to site of work, stacking etc complete with

required acessories, erection hardware, necessary

mounting supports etc, and painting the same from

outside as directed by Engineer in Charge. All the parts

shall confirm relavent latest IS etc. complete.

7 Construction of valves chambers in brick or bela stone Nos

masonry,locally available in C.M. 1:6, foundation

concrete 150 mm thick in C.C. 1:4:8 of trap metal size

mm to 40 mm thick,inside cement plaster in C.M. 1:3 and

cement pointing outside in C.M.1:3 and top cover of

precast RCC slab 100 mm thick (with key hole in two

parts,each with handles or MS bar etc. complete as given 7.00 4071.00

size) upto 1 Mt. depth from GL.to pipe invert level

incl.complete civil works but excl.cost of excavation and

refilling, with cast in situ RCC slab in two piece with

handling facility, with 23 mm thick brick masonry wall in

C.M.1:6 (a) size of chamber 0.60 m x 0.60 m and depth

8 Drilling of Horizontal borehole for watermain pipeline

crossing under the road incl in all strata with requried

length incl fixing of M.S (or as specified by Road

authority) casing pipe of suitable size and thickness. Rate

includes the cost of drilling of borehole, casing pipe &

welding pushing etc complete but excluding the cost of

water main, valves and other items. Entire work should be

as per approved drawing & as per instruction of road

authority for folowwing dia meter of for MS pipe

.(Horizontal Drilling 200 & MS Casting pipe-150 thick-5)

9 Rigid Pavement road :- Construction of Dry Lean

Cement Concrete Sub- base over a prepared sub-

grade with coarse and fine aggregate conforming

to IS: 383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio not to

exceed 15:1, aggregate gradation after blending to

be as per table 600-1, cement content not to be

less than 150 kg/ cum, optimum moisture content 39.00 Cum.

to be determined during trial length construction,

concrete strength not to be less than 10 Mpa at

days, mixed in a batching plant, transported to

site, laid with a Concrete Sensor paver or

conventional method, compacting with 8-10

tonnes vibratory roller, finishing and curing etc.

10 Construction of un-reinforced, dowel jointed, plain

cement concrete pavement (concrete Grade M-40) over a

prepared sub base with 53 grade cement @ 440 kg per

cum, coarse and fine aggregate conforming to IS

maximum size of coarse aggregate not exceeding 25 mm,

mixed in a batching and mixing plant as per approved mix

design, transported to site laying (without paver), spread, 85.00 Cum.

compacted and finished in a continuous operation

including cost of contraction, expansion, construction and

longitudinal joints, joint filler, 200 micron separation

membrane, sealant primer, joint sealant, debonding strip,

dowel bar, tie rods, admixtures as approved, curing

compound, finishing to lines and grades as per drawing

Providing and laying cement concrete M100 mix

providing and necessary vertical pin headers including

11 formwork, vibrating,ramming and curing complete. (More 4.00 Cum.

Providing and laying rubble for appron (each stone

weighting not less than 40Kg.) including and packing and

12 filing in the interestices with quarry-spalls. (more than 10 6.00 Cum.

Cement Mortar 1 : 3 (1 Cement : 3 fine Sand) (up to

13 Ton) 1.00 Cum.

Providing & Laying Pre Cast Concrete Box Drain

500mm X 500mm. As per Drawing, laying in gradient/

Slop, laing on Road Site completed As per Site. The

product shall be made by using advanced precast

14 technology using high performance self-compacting 40.00 Rmt.

concrete of C40 / M50 grade and Fe 500 D grade TMT

steel reinforcement bar. The product shall have a load

carrying capacity of 5 Tonnes Wheel load for heavy

vehicle movement at road crossing

Providing, laying, spreading and compacting graded stone

aggregate to wet mix macadam specification including

mix the materials with water at OMC in mechanical mix

plant carriage of mixed materials by tipper to site laying

in uniform layers (Layer should not be more than

mm)with paver in sub base/base course on well prepared

15 surface and camber with Sensor paver consolidation by

vibratory road roller to achieve the desired density by

using machine crushed chips as per required gradation

mixing with required optimum quantity of water including

material, labour, plant and machinery and equipment etc.

Providing and fixing pre-cast rubber Dye / steel Dye inter

locking concrete block 60 mm thick with grade of

concrete M300 pnumatric compressed vibrated

16 mechanically and as per approved design confirming to IS 4746.00 Sq.mt.

15658:2006 including 35 mm sand layer for levelling and

filling the joint with sand in proper line and level as per

guidlines of IRC : SP-63-2018 etc. complete

Providing and laying of Hot applied Thermoplastic

compound 2.5 mm thick including Reflectorising Glass

Beads @ 250 gms per sqm area, thickness of 2.5 mm is

17 exclusive of surface applied glass beads as per IRC : 35 & 15.00 Sq.mt.

finished surface to be level, uniform and free from streaks

and holes. (As per Government letter No.SOR

102003/94/S-1/ Dated.20-7-2004) of only 3M make.

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

Shanks Raised Pavement Markers made of polycarbonate

and ABS moulded body and reflective panels with micro

prismatic lens capable of providing total internal

reflection of 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 DO III Dt 11.06. 1997. The height,

width and length shall not exceed 20 mm, 130 mm and

18 130 mm and with minimum reflective area of 13 Sqcm on 400.00 Nos.

each side and the slope to the base shall be 35 +/-

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 to

be a minimum value of 500 Kgf. 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

manufacturers recommendation and The color of the

marker should be as per the IRC 35-2015 and as directed

by Engineer-in-charge.

Earthwork for embankment including rolling of earthwork

in layers with power roller including filling in depressions

19 which occur during the process, breaking clods, dressing 1388.00 Cum.

with all lead and lift (excluding watering and

consolidation) (E) From Borrow area within 3.0 Km. lead

Direction (Junction) Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 244x122 cms.

rectangular as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat

of epoxy primer and two coats of best quality epoxy paint;

reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 4.0mtr (2 Nos.) long stand

post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS

20 Pipe as required and frame fabricated from suitable size

iron angle of 50x50x5mm; painted with bestquality 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 blockof

size 45 x 45 x 60 Cms. for each leg including excavation,

curing etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a certified copy of

3 year outdoor exposure test report from third party test

lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective sheeting

Providing and fixing 1.2 metres high GI barbed wire

fencing with 1.8 m RCC M:20 grade posts of size

mm x 100 mm x 1.8 mt. In each precast pole 4Nos of

8mm dia & 6mm dia ring @150mm ( FE - 500 ) and

Barbed wire @ 9.38 kg per 100 metres. Precast Poles are

to be placed every 3 metres center to center founded in

1:4:8 grade cement concrete, 0.6 metre below ground

21 level, two strut shall be provided at 30 mt interval , corner

post shall be strutted on both sides and end post on one

side only fencing shall be provided with 5 horizontal

lines and 2 diagonals interwoven with horizontal wires,

fixed with GI staples, turn buckles etc complete as per

clause 807 including cost of excavation and two coat of

painting as approved by EIC.

I / We agree to carry out the work at ______________________ % above the

estimated tender rates ___________________________________________

should be written in figures and words.

I / We agree to carry out the work at ______________________ % below the

estimated tender rates ___________________________________________

should be written in figures and words.

ESTIMATED AMOUNT ESTIMATED AMOUNT

Put to tender Rs.8389987.73 Put to tender Rs.

Rupees in words : ___________ Rupees in words : ____________

1. (*) Please strike out whichever is not applicable. All work shall be carried out as per the

specifications of the GIDC or as directed.

2. All the columns in Schedule should be filled in ink and the total entries in the last column

should be struck by the contractor under his signature.

3. Rate quoted included clearance of site (prior to commencement of work & at, its close) in

all respect & hold good for the work under all conditions, site moisture, weather etc.

4. I/We have read the tender/general specifications/ conditions and I/We agree to follow

same and binding to me/us.

(2) Kindly read the Online uploaded B1 Agreement – Schedule - C (Pg. no.48). Following

components wise details for Time Schedule of Completion.

(See clause No. 2)

Time Schedule, for completion of different designated parts of the work and rate of

liquidated damages to be paid by the Contractor, if he fails to complete the part of work

within stipulated time limit is as detailed below.

Time Schedule of Completion

Percentage liquidated

Percentage of time of the total time limit

of work damages

Rigid pavement & paver block & Road Furniture