Construction Work Of C.C. Road, Return Wall, Providing And Fixing 12 Mt. High Mast Tower And Providing And Supplying Of PVC Pipe, As Per Location Chart, At. Dhoraji Under 15(Percentage) Vivekadhin Grant (Year-2026-27)

NAME OF WORK:- CONSTRUCTION WORK OF C.C. ROAD, RETURN WALL, PROVIDING AND FIXING

MT. HIGH MAST TOWER AND PROVIDING AND SUPPLYING OF PVC PIPE, AS PER VARIOUS LOCATION

CHART, AT. DHORAJI, DIST: RAJKOT

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT PUT TO TENDER

PERCENTAGE RATE TENDER

Sr.No. Schedule Amount

1 SCHEDULE - "B-1"

2 SCHEDULE - "B-2"

3 SCHEDULE - "B-3"

4 SCHEDULE - "B-4"

Total Amount Rs.

Total Amount Rs.

I/We am/are willing to carry out the work @ _______% Above / Below___________Percentage (should be writen

in figures and words) of the Estimated rates mentioned above amount of my /our Tender works out as under.

Estimated Amount Estimated Amount

Put to Tender Rs. 32,68,786=00 Put to Tender Rs. 32,68,786=00

Total Rs. Total Rs.

(In Words (In Words

Signature of the Contractor

Consl. Engineer Engineer

"DESIGN POINT" Dhoraji Nagarpalika

Chief Officer President

Dhoraji Nagarpalika Dhoraji Nagarpalika

Dhoraji Dhoraji

DHORAJI NAGARPALIKA - DHORAJI

SCHEME : 15% VIVEKADHIN GRANT (YEAR-2026-27)

NAME OF WORK :- CONSTRUCTION WORK OF C.C. ROAD

LOCATION CHART FOR SCHEDULE "B-1"

No. Location Length Width Area

1 W-2, Rajubhai Bagda House to Pravinbhai Bagda House 35.00 7.50

2 W-6, Madinanagar, Kasambhai House to Jubedaben Ebrahim Dodiya House 35.00 4.50

Consl. Engineer Engineer

DESIGN POINT Dhoraji Nagarpalika

Chief Officer President

Dhoraji Nagarpalika Dhoraji Nagarpalika

Dhoraji Dhoraji

DHORAJI NAGARPALIKA - DHORAJI

SCHEME: 15% VIVEKADHIN GRANT (YEAR-2026-27)

NAME OF WORK: CONSTRUCTION WORK OF C.C. ROAD

Location :- As Per Location Chart, At. Dhoraji

SCHEDULE - "B-1"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Box cutting the road surface to proper slope and camber for making a

base for road work including ramming the excavated stuff and despositing

on the road side slope as directed up to all lead. 168.00 197.06 Cumt.

Providing & laying spreading and compacting 150mm thick WBM Grade -

II of B.T.M.C. metal 40mm to 63mm size including using 20% (13+7%)

filler i.e. stone screeing 13.2 mm at the rate 0.16 Cumt. & 0.08 stone dust

including spreading in uniform thickness hand packing rolling with vibratory

roller 8-10 tonnes in stages to proper garde and cmaber applying and

brooming required types of screening/binding materials to fill up the

interstices of coarse aggregate watering and compacting to the required

density. 63.00 1099.89 Cumt.

Providing & laying spreading and compacting 100mm thick WBM Grade -

II of B.T.M.C. metal 40mm to 63mm size including using 20% (13+7%)

filler i.e. stone screeing 13.2 mm at the rate 0.16 Cumt. & 0.08 stone dust

including spreading in uniform thickness hand packing rolling with vibratory

roller8-10 tonnes in stages to proper garde and cmaber applying and

brooming required types of screening/binding materials to fill up the

interstices of coarse aggregate watering and compacting to the required

density. 42.00 1177.66 Cumt.

Providing and laying cement concrete 1:3:6 ( 1 cement : 3 coarse sand :

Machine cut stone aggregate 40mm nominal size ) and curring complete

including cost of formwork in (a) Foundation and plinth 42.00 3260.28 Cumt.

Providing and Laying in position Controlled Concrete M-200 grade

concrete for using cement content as per approved design mix, improve

workability without impiring strength and durability as per direction of the

engineer in charge. (min cement level as per latest ID: 456 shall be

maintained) for 150mm thick trimix C.C Road with trimix vaccume

dewatering system work with power trowling sheet form with M.S Channel,

surface vibrator with providing road expansion joint having size

6mmx50mm by concrete cutter machine and filled with bitumen, finishing

with floor hardener necessary all equipments, all labour charges complete. 63.00 5890.87 Cumt.

Tracing of old Manhole. All Types Of Manhole. 5.00 1214.02 No.

Modification of Existing House Connection Chambers, Risening up to

23cm. average of 0.23m wide C.C. Copping 1:3:6 with Curing and

Dismentaling existing Chamber's Precast cement frame and Cover and

also fitting the copping work as directed as required and also refitting of

existing house connection chamber's coller and cover as required. 14.00 903.95 No.

Amounts Rs...……

Stamp with Signature of Contractor

Consl. Engineer Engineer

"DESIGN POINT" Dhoraji Nagarpalika

Chief Officer President

Dhoraji Nagarpalika Dhoraji Nagarpalika

Dhoraji Dhoraji

DHORAJI NAGARPALIKA - DHORAJI

SCHEME: 15% VIVEKADHIN GRANT (YEAR-2026-27)

NAME OF WORK: PROVIDING AND FIXING 12 MT. HIGH MAST TOWER

Location :- (1) W-7 Near Housing Board Chowk, (2) Bala Hanuman Mandir Chowk, (3) Gayatri Mandir Chowk, At.

SCHEDULE - "B-2"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Supplying, erecting, testing commissioning, approved make M.S. polygonal

high mast pole having following general specification.

(a) polygonal section fabricated from M.S plate confirms BSEN 10025 & hot

deep galvanised minimum 65/86 micron (as per IS 01461) lentern carriage

with ring and rubber lines for erection of luminaries of suitable site.

(b) maximum telescopic section not more than four

(c) double drum gear pipe motorised winch with 6mm dia S.S. rod (for 16mtr

and above size)

(d) approved make L.E.D. aviation light = 1 no. lighting arrestor = 1 No. with

necessary wiring of 2.5 sq.mm 5 core ISI copper cable unarmoured.

(e) bottom most section suitable for mounting reversible motor and

switchgears having door not more than 1400mm x 300mm with water proof

gasket & hinges & locking arrangement.

(f) pole structure comprises suitable size of reversible motor, cable and

necessary switchgears. With Control panel

(g) bottom section shall have suitable size of thickness supports ribs

foundation bolts nuts etc.

(h) item not comprises the cost of lanterns.

(i) necessary cement concrete foundation as per IS including testing &

commissioning of the entire structure for following size of High Mast poles

[1] high mast 12mtr TOP A/F 105mm BOTTOM A/F 360mm, No. of sec. no.-

one, BOTTOM thickness - 3 mm, size base plate- 520x16, foundation bolt

size M24 x 850, Qty-6 nos., suitable for mounting fitting of light- 6 nos.

Supplying and erecting LED street light / Flood light fittings with High power

White LEDs wattage of 3 Watt and above assembled on single MCPCB,

efficiency more than 130 lm/w and corrosion free High pressure die cast

aluminum housing with smooth finish powder coated and heat sink extruded

aluminium with diffuser and Polycarbonate optics/ lenses, with toughened

glass with company mark/name engraved or embossed 160 to

V,Power Factor more than 0.95, THD < 10 %, CCT 3000 K to

5700K,Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED

driver efficiency > 85 %.( fittings required LM-79 & LM-80

certificates)(NOTE: Below description have shown ranges of Wattage

capacity of LED fittings.The Engineer incharge may select any wattage

capacity between the ranges shown.)

(A) Street Light (IP-65), Surge protection -4KV integral and ,Light must have

440VAC line supply with over-voltage protection.

(iv) above 90 to 120 watts, cat - III 6.00 6566.01 Each

Supplying & erecting IP 55 grade following size section pillar fabricated from

joint less M.S. Sheet with angle iron legs made from jointless M.S. Angle

with cable clamps to be buried in ground to have appropriate erection to

work uniform until erected with cement concrete foundation and 45 cm high

bricks work finishing with plaster etc. hinged double door internally

supported on both side, with internal and outside looking arrangement with

look and keys in duplicate 35 x 35 x 5 mm M.S. Angle of Two Nos. one is

welded and other with nut and bolt for erecting Bakelite sheet. Painting the

Section Pillar inside and out side with three tank powder coated paint.

section pillar roof should be without joint with water leakage proof & tested

as per IP 55 test & followed by IS 2147 of

(B) 75 X 60 X 45 cm section pillar fabricated from 16 Guage MS Sheet with

angle iron legs 45 cms long made from 35 X 35 X 5 mm thick MS angle.

Supplying and erecting nuwood 12 mm thick on existing angle iron frame.

Supplying & erecting power contactor for time swich complete erected as

per diration cat III [D] 4 pole 440v. 40amp. 1.00 2782.55 Each

Supplying & erecting approved make Digital time switch having lithium cell

years operative and and operate battery backup 1 chennel day clock with

memory programme, suitable to operate on240V+5% 16A with, floating

contacts minimum & LCD display. Also comprised permenet ON/OFF

switching. Programming switches & transparent cover erected as required

with necessary connection erected as directed.

providing and erecting Miniature circuit breaker single pole 6A to 25A

suitable to operate on 240 V A.C. system and having breaking capacity

KA to be erected in existing box. confirming to IS 8828/1996 with ISI Mark

Providing Approved make Triple Pole Cast Iron Clad Switch & rewirable

Fuse with neutral link 415/500 V confirming to IS 32 A, Cat – III 2.00 822.14 Each

Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI

marked stranded Copper conductor wire in following type of pipe to be

erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper

conductor FRLS PVC insulated stranded wire of green colour for earth

continuity of following size (b) 2 wire 2.5 s.q. mm 100.00 78.78 Rmt

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand

Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps

or in existing trench / pipe of following size of cables (A) 3 1/2 core 25 Sq.

mm ( 16 Sq. mm 1/2 core) 40.00 180.79 Rmt

Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or

required depth for laying any size of cable or locating the fault all over the

run and back filling the same and making the surface as normal ground.

Supplying & erecting earth pit of minimum bore dia.150mm size approved

make Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-

1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe dia of

50mm having 80-200 Micron galvanising, Inner pipe dia of 25 mm having

200-250 Micron galvanising, connection terminal dia of 12mm with constant

ohmic value surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications with chamber and

heavy duty cover.(approved make OEM has to submit test certificate) &

having back filling compound of (B) Inner chemical (CCM Compound)-

Resistivity:- 0.2 / meter testing as per IEC 62561-2017, Voltage drop:- <

volt at no load & dry form, Sulphar content:- <2%(C) Back fill Compound :-

Earthing compound should be capable to retain moisture for long time

Necessary test report must be submitted. (a) For Electrical Installation up to

440V in normal soil

Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg.

Amounts Rs (1-Nos)...……

Amounts Rs (3-Nos)...……

Stamp with Signature of Contractor

Consl. Engineer Engineer

"DESIGN POINT" Dhoraji Nagarpalika

Chief Officer President

Dhoraji Nagarpalika Dhoraji Nagarpalika

Dhoraji Dhoraji

DHORAJI NAGARPALIKA - DHORAJI

SCHEME: 15% VIVEKADHIN GRANT (YEAR-2026-27)

NAME OF WORK: PROVIDING AND SUPPLYING OF PVC PIPE

SCHEDULE - "B-3"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Providing and supplying in standard length ISI mark rigid unplasticised

PVC pipes suitable far potable water with ting fit joint including cost of

rings, as per IS specification no. 4985/1988 including all local and ceniral

taxes, transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to the departmental stores and including cost of

jointing meterial etc. complete. Qne coupler / ring shall be provided with

each full length pipe cost of which is included in rates below. Test Pressure

Amounts Rs...……

Stamp with Signature of Contractor

Consl. Engineer Engineer

"DESIGN POINT" Dhoraji Nagarpalika

Chief Officer President

Dhoraji Nagarpalika Dhoraji Nagarpalika

Dhoraji Dhoraji

DHORAJI NAGARPALIKA - DHORAJI

SCHEME: 15% VIVEKADHIN GRANT (YEAR-2026-27)

NAME OF WORK: CONSTRUCTION WORK OF RETURN WALL

Location :- Near Krishna School, At. Dhoraji

SCHEDULE - "B-4"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Excavation for foundation up to 1.5 mt. depth including sorting out and

stacking of useful materials and disposing of the excavated stuff up to all

lead. (B) Dense or Hard soil 64.00 164.82 Cumt.

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. 9.60 3359.93 Cumt.

Providing & Laying controlled cement concrete M-200 for R.C.C Return as

per drawing including necessary shutering laying, vibrating, height from

to 5.00 m (a) Pier, (b) Abutment .(C) R.c.c Return. 105.45 5173.93 Cumt.

Providing and laying in position FE 500D TMT bar reinforcement including

cutting, bending, hooking and tying complete as per detailed drawings for

the following. (A) Piers (B) Abutments (C) R.C.C. Returns 1.29 73858.69 M.T.

Providing and laying weep holes in abutment and return by using A.C. pipes

of 100mm diameter including laying in proper grade and jointing etc.

complete as per detailed drawings. 53.00 90.83 Nos.

Amounts Rs...……

Stamp with Signature of Contractor

Consl. Engineer Engineer

"DESIGN POINT" Dhoraji Nagarpalika

Chief Officer President

Dhoraji Nagarpalika Dhoraji Nagarpalika

Dhoraji Dhoraji