Construction Work Of Iconic Road Development, At. Sardar Chowk Naklank Ashram Road, At. Jetpur-Navagadh Under Swarnim Jayanti Mukhya Mantri Saheri Vikash Yojana (Iconic Road) Year-2025-26.

NAME OF WORK:- CONSTRUCTION WORK OF ICONIC ROAD DEVELOPMENT, AT SARDAR CHOWK NAKLANK

ASHRAM ROAD, AT. JETPUR-NAVAGADH

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

5 Schedule - "B"- 5

6 Schedule - "B"- 6

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. 4,26,78,461=00 Put to Tender Rs. 4,26,78,461=00

Add …………………….% Rs. Deduct …………………….% Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Cons. Engineer Engineer

"DESIGN POINT" Jetpur-Navagadh Nagarpalika

Chief Officer President

Jetpur-Navagadh Nagarpalika Jetpur-Navagadh Nagarpalika

JETPUR-NAVAGADH NAGARPALIKA - JETPUR

SCHEME: SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (ICONIC ROAD) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF ICONIC ROAD DEVELOPMENT (PATHWAY & CYCLE TRACK &

LOCATION :- SARDAR CHOWK NAKLANK ASHRAM ROAD, AT- JETPUR

SCHEDULE - "B-1"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Providing and casting in situ controlled cement concrete M-200 for

average 75 mm thick wearing coat laid as directed dincluding tamping,

vibrating, finishing, curing and fillingin joints with bitumen complete.

Dismantling Electric Pole, with all type materials etc. including stacking

the materials with all lead and lift. 49.00 433.96 Each

Dismentaling tiled of stone floors laid in mortar including stacking of

serviceable materilas and disposal of unserviceable materials with all

lead and lift. 5720.00 51.45 Sqmt

Dismantling Divider Kerb Block, with all type materials etc. including

stacking the materials with all lead and lift. 2720.00 50.50 Rmt

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

base for road work including removing the excavated stuff and disposing

on the road side slopes as directed up to all lead. 852.40 176.92 Cumt.

Supplying of crushed stone aggregate Chipping ect.of hard stone of

following niminal size free of disintegrated pieces deleterious and orianic

mater ( for Bitumen surface dressing etc.) and grading as per I.R.C. code

(ii) 40mm size upto all lead. 199.20 638.95 Cumt.

Supplying of murrum / blindage materials upto all lead. 15.94 182.61 Cumt.

Spredding the stone aggregate for roiling and W.B.M. including filling the

interstice to requried cmaber and gradient ( excluding spreading of

blindage) (i) 40mm to 63mm size aggregate. 199.20 274.73 Cumt.

Spreding blindage or road crust filling the gaps in metal and levelling to

camber and gradient as directed. (i) Murrum 15.94 162.22 Cumt.

Rolling and consolidation of water bound macadam (except laterit and

Kankar) including watering not exceeding 150mm thickness (Main layer

including binding materials) including filling in depression which occur

during the process. (B) power roller 8 Tonne and not exceeding

Tonne. 1660.00 21.69 Sqmt

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

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

complete including cost of formwork in (a) Foundation and plinth

Filling in plinth with sand under floors including watering, remming

consolidating and dressing etc. complete. 73.80 477.31 Cumt.

Providing and fixing pre-cast Rubber Dye /steel Dye inter locking

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design

Confirming to IS 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. 936.00 705.12 Sqmt

Providing and fixing pre-cast Decorative concrete kerb stone of gray

cement based concrete block 250mm length, 750mm height and 210mm

thick of M250 grade concret as per approved design and including

excavation for fixing in proper line and level,filling the joint with C:M 1:3

(1 cement: 3 fine sand) etc complete. 3040.00 1414.00 Rmt

Providing and laying controlled cement concrete M.200 exposed work

with curing etc. complete including the cost of formwork but excluding

the cost of reinforcement for R.C.C. work in (A) BEAMS: (ii) Having cross-

sectional area more than 0.08Sq.M and upto 0.12 Sq.M. 292.64 9485.95 Cumt.

Providing TMT Bar FE 550D reinforcement for R.C.C. work including

bending, binding and placing in position complete upto floor two level 23411.22 96.00 Kg.

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 dirt, and remains of loose powdered

materials.etc complete. 2278.00 122.14 Sqmt

Filling in foundation and plinth with Black or selected soil in layers of

20cm. thickness including 144.00 299.67 Cumt.

Supply & Development of flower beds at the location directed by officer in

charge including required excavation of area up to 300 to 600 mm depth

as per requirement & disposal of the same out side premises, removing

of weeds, cleaning, spreading garden soil, manure, fertilizer & mixing the

same, applying antitermite insecticides, planting plants, saplings as

required, watering and maintaining the flower beds for a defect liability

period. After period the developed area shall be maintained under

regular maintenance item. (Plant should be 5 feet height & Flower Plant

height 3 feet) 1540.00 252.50 Each

Labor work For Refitting of Paving Block and Completing work with

finishing and proper base of paving block leveling the Road.etc 3150.00 271.28 Sqmt

Supply & Fixing of approved make Aluminium casting + GI Decorative

Top Down Pole, single Arm, Pole Height: 10 Feet, Arm: as per design

and Attached quotation, with LED Lamp, Waltage: 50 watt, including tax,

transportation, loading, etc. complete. 120.00 10807.00 Each

Supplying and erecting approved make Octagonal pole made from HR

sheet steel. The pole should be made as per IS. and shall be coated with

hot dip galvanizing as per IS 2629/2633/4759, suitable suspend local

wind speed with integral Junction box consist of terminal plate of min

6mm Hylam sheet, standard profile 35mmX7.5mm Din-Rail for MCB

Mounting, stud type terminal and arrangement for cable termination to be

erected With Suitable foundation (Included) as per details given by

manufacturer considering site requirement. (D) 6 Mtr. Long 70 mm Top

X 135 mm bottom dia, 3 mm thickness with 200mmX 200mmX 12mm

base plate, 4-M20 Bolts and 600mm long with necessary G.I. J Bolts

.Approx Pole weight 59 kg (I.no. 6-1-4) Providing Aluminium arm

bracket of having 2 sets of suitable SS304 hardware for fixing the

brackets & spread of 2 Mtr (Suitable for 89 to 114 mm pole top dia) (B)

Double arm bracket 50.00 14209.69 Each

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 270 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-lll

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. 3800.00 74.74 Rmt

Providing & laying approved make Double walled corrugated pipes

(DWC) of polyethylene (conforming to IS 14930 II) with necessary

connecting accessories of same material at required depth in existing

trench for laying of cable. below ground / road surface for enclosing

cable. (A) 50 mm outer dia 3800.00 62.62 Rmt

Supplying & erecting XLPE(IS:7098)(I)-88 ISI unarmoured copper cable

1.1 KV grade to be erected as directed of following size. (E) 3 core

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

multistrand Copper conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe at road crossing or floor of

following size of cables. (B) 4 core 16 Sq. mm 1000.00 987.78 Rmt

providing and erecting Miniature circuit breaker single pole 0.5A to 2A

system and having breaking capacity 10 KA to be erected in existing box.

confirming to IS 8828/1996 with ISI Mark 30.00 270.68 Ea.

Constructing manhole with R.C.C. top slab 1:2:4 mix (1 cement :

coarse sand : 4 graded stone aggregate 20 mm. Nominal size,

foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 Brick bats

40 + 50 mm. Thick with cement mortar 1:5 (1 cement : 5 coarse sand)

finished with a floating coat of neat cement and making channels in

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate

mm. nominal size) finished smooth complete including curing and

testing. (I) Inside size 900 mm. X 1200 mm. And 1:5 mm. Deep including

C.I. Cover with frame size 560 mm. Total weight of cover and frame to

be not less than 128 Kgs. (Wt. Of cover 64 Kgs and Wt. Of frame

Kgs) (A) With 230 mm. Thick walls of brick masonry using brick having

crushing strength not less than 35 Kg/sq cm. In cement mortar 1:5(1

cement : 5 coarse sand), (1) A-type depth 0.90 Metre for 150 mm.

Diameter sewer. 75.00 11042.74 Ea.

Providing and fixing to wall ceiling and floor 6.0 Kg. F/Cm2 working

pressure poluthene pipes of the following outside Dia. Low densidy,

complete with special falnge compression type fittings, wall clips etc.

including making good the wall ceiling and floor.(A) 20mm 900.00 86.79 Rmt

Tracing of old Manhole 40.00 1202.00 Ea.

Tracing of House Chamber 80.00 505.00 Ea.

RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at

store or at site of work precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing including cost of

reinforcement M.S. Angles or Flat, curing mold work etc.

Frame Suitable for 50cm opening of MH 20.00 1121.00 No.

Cover Suitable for 50cm opening of MH 20.00 1173.00 No.

House Connection chamber light duty

Frame 40.00 813.00 No.

Cover 40.00 920.00 No.

Total Amounts Rs.......…

Total Amounts Rs.......…

Stamp with Signature of Contractor

Consl.Engineer Municipal Engineer

"DESIGN POINT" Jetpur-Navagadh Nagarpalika

Chief Officer President

Jetpur-Navagadh Nagarpalika Jetpur-Navagadh Nagarpalika

JETPUR-NAVAGADH NAGARPALIKA - JETPUR

SCHEME: SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (ICONIC ROAD) YEAR-2025-26

NAME OF WORK :- Providing & Laying 600mm Dia R.C.C. Storm Water Pipe

LOCATION :- Sardar Chowk, Naklag Ashram Road, AT- JETPUR

SCHEDULE - "B-2"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Providing and Laying (Two level or slopes) and Jointing Reinforced

Concrete Light Duty, Non-Pressure Pipes I.S. class NP/2 of the following

internal diameter with collars and butt ends prepared for collar joints

including testing of joints complete. (600mm Dia.) 940.00 1400.93 Rmt

Excavation for foundation up to 1.5 Meter depth including sorting out and

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

(A) Loose or Soft Soil 699.53 128.79 Cumt.

(B) Dense or hard soil 279.81 164.82 Cumt.

(C) Hard murrum 279.81 279.81 Cumt.

(E) Hard rock 139.91 657.36 Cumt.

Constructing manhole with R.C.C. top slab 1:2:4 mix (1 cement :

coarse sand : 4 graded stone aggregate 20 mm. Nominal size,

foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 Brick bats

40 + 50 mm. Thick with cement mortar 1:5 (1 cement : 5 coarse sand)

finished with a floating coat of neat cement and making channels in

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate

mm. nominal size) finished smooth complete including curing and

testing. (I) Inside size 900 mm. X 1200 mm. And 1:5 mm. Deep,

including Precast Cover with frame 50mm thk. size: 1000mmX450mm.

(A) With 230 mm. Thick walls of brick masonry using brick having

crushing strength not less than 35 Kg/sq cm. In cement mortar 1:5(1

cement : 5 coarse sand), (1) A-type depth 0.90 Metre for 150 mm.

Diameter sewer. 30.00 11042.74 No.

Filling available excavated earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not exceeding 20 cm. In depth

consolidating each deposited layer by ramming and watering. 1178.61 137.47 Cumt.

Total Amounts Rs.......…

Total Amounts Rs.......…

Stamp with Signature of Contractor

Consl.Engineer Municipal Engineer

"DESIGN POINT" Jetpur-Navagadh Nagarpalika

Chief Officer President

Jetpur-Navagadh Nagarpalika Jetpur-Navagadh Nagarpalika

JETPUR-NAVAGADH NAGARPALIKA - JETPUR

SCHEME: SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (ICONIC ROAD) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF 1100mm Dia. RCC PIPE CULVERT (Extend)

SCHEDULE - "B-3"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

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

stacking of use full materials and disposing of the excavated stuff up to

all lead (Dance or Hard soil) 155.04 164.82 Cumt.

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

6 MC stone aggregate 40mm nominal size ) and curing complete

including cost of formwork in (A) Foundation and plinth 34.76 3264.75 Cumt.

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. 107.72 5173.93 Cumt.

Filling in foundation and plinth with murrum or selected soil in layers of

20cm. Thk. incl. Watering, Ramming, Consolidating and dressing etc.

comp. 340.65 299.67 Cumt.

Supplying and fixing reinforced concrete heavy duty non- pressure pipes

with collars for culverts carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M. 1:2 watering and laying

(to level or slopes) of class NP3 of following internal daimeters. (vi)

Supplying of crushed stone aggregate Chipping etc.of hand stone of

following nominal size free of disintegrated pieces deleterious and

origanic matter ( for Bitumen surface dressing etc.) and grading as per

I.R.C. code (ii) 40mm 19.26 638.95 Cumt.

Supplying of Murrum/Binding materials With upto all lead. 4.82 182.61 Cumt.

Spreding the stone aggregate for soiling of W.B.M. including filling the

interesties forming the surface to required camber and gradient. (ii)

40mm to 63mm size aggregate 19.26 274.73 Cumt.

Spreding blindage or road crust filling the gaps in metal and levelling to

camber and gradient as directed. (i) Murrum 4.82 162.22 Cumt.

Providing TMT Bar FE 550D reinforcement for R.C.C. work including

bending, binding and placing in position complete upto floor two level. 8079.25 96.00 Kg.

Providing and casting in situ controlled cement concrete M-200 for

average 75 mm thick wearing coat laid as directed dincluding tamping,

vibrating, finishing, curing and fillingin joints with bitumen complete. 38.52 5247.13 Cumt.

Total Amounts Rs.......…

Total Amounts Rs.......…

Stamp with Signature of Contractor

Consl.Engineer Municipal Engineer

"DESIGN POINT" Jetpur-Navagadh Nagarpalika

Chief Officer President

Jetpur-Navagadh Nagarpalika Jetpur-Navagadh Nagarpalika

JETPUR-NAVAGADH NAGARPALIKA - JETPUR

SCHEME: SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (ICONIC ROAD) YEAR-2025-26

NAME OF WORK :- Construction Work of Road Circle as per Design

LOCATION :- Sardar Chowk, Naklag Ashram Road, Jetpur

SCHEDULE - "B-4"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Constructing Road Circle of 3.60M. Dia at site with Excavation,

foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 metal

40mm. 0.10M.Thick) with With 230 mm. Thick walls of brick masonry

using brick having crushing strength not less than 35 Kg/sq cm. In

cement mortar 1:5(1 cement : 5 coarse sand) with R.C.C. top Copping &

BEAM 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate

20 mm. Nominal size) with plaster cement mortar 1:5 (1 cement :

coarse sand) finished with a floating coat of neat cement with Color work

with plantation as required, with statue 5' height, materials: Fibre or as

per direct by engineer in-charge/ consultant, with MS Railing Around

circle, with etc. required at site including Tax, labour, complete.

Total Amounts Rs.......…

Total Amounts Rs.......…

Stamp with Signature of Contractor

Consl.Engineer Municipal Engineer

"DESIGN POINT" Jetpur-Navagadh Nagarpalika

Chief Officer President

Jetpur-Navagadh Nagarpalika Jetpur-Navagadh Nagarpalika

JETPUR-NAVAGADH NAGARPALIKA - JETPUR

SCHEME: SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (ICONIC ROAD) YEAR-2025-26

NAME OF WORK :- PROVIDING & FIXING WORK OF DECORATIVE LED LIGHT AT ROAD SIDE

LOCATION :- SARDAR CHOWK NAKLANK ASHRAM ROAD, AT- JETPUR

SCHEDULE - "B-5"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Providing and Fixing in Position Tree shape Decorative Structure at site.

Structural steel work (Confirming to IS 4923-1997) riveted, bolted or

welded in built-up for all type sections, in framed work, including cutting,

hoisting, fixing in position and applying a priming coat of approved steel

primer all complete as per the structural designs directions of Eygineer

and charge. 9288.00 131.83 Kg.

Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt

to 0.5 Watt assembled on single MCPCB, with housing used as a heat

sink shall be made of thick sheet Steel conforming to IS: 513/CRCA/

aluminium pressure die cast powder coated and high U.V. & corrosion

resistance with diffuser housed in aluminium casted body with company

mark/name 160V to 270V,Power Factor more than 0.95, THD < 15 %,

CCT 3000 K to 6500K, Luminaire efficacy> 85 lumens/watt , LED driver

efficiency > 85 % (fitting 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.)

(i) Munimum 4.8W-120 LED per Estimate (2 wire, IP-65) with non

intergral suitable Driver complete Cat-II 4850.00 88.88 Rmt.

Total Amounts Rs.......…

Total Amounts Rs.......…

Stamp with Signature of Contractor

Consl.Engineer Municipal Engineer

"DESIGN POINT" Jetpur-Navagadh Nagarpalika

Chief Officer President

Jetpur-Navagadh Nagarpalika Jetpur-Navagadh Nagarpalika

JETPUR-NAVAGADH NAGARPALIKA - JETPUR

SCHEME: SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (ICONIC ROAD) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF WEL-COME GATE

LOCATION :- SARDAR CHOWK NAKLANK ASHRAM ROAD, AT- JETPUR

SCHEDULE - "B-6"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Designing structurally and aesthetically complying provisions of relevant

Indian standards and constructing Entrance Gate as per attached MR &

photograph, using data of S.B.C. of proposed site, Seismic zone, Wind

speed zone. Including (1) R.C.C. Column having minimum 0.45 x

0.45mt. size, (2) Necessary UCR masonary arround the column in

foundation upto GL (3) R.C.C. Copping, (4) R.C.C. Beam/Slab Arch (5)

Red Bella (Porbandar)/BANSIPAHADPUR stone work in C.M. 1:3 with

carving (6) Pointing with White cement using Yellow/Red Pigment. (7)

Laying of Name Plate with laying materials but excluding cost of Name

Plate. The minimum Concrete Grade for R.C.C. Footing, Column, Beam,

Slab, Arch shall be M-25. TMT bar used as per design given by strucrure

engineer. The work included cost of All types of Materials, Labour,

excavation work, filling work, curing, transportation loading, unloading,

Arrangement of proper Diversion, Site Cleaning before the work and site

cleaning after the completion of work. The work design

Total Amounts Rs.......…

Total Amounts Rs.......…

Stamp with Signature of Contractor

Consl.Engineer Municipal Engineer

"DESIGN POINT" Jetpur-Navagadh Nagarpalika

Chief Officer President

Jetpur-Navagadh Nagarpalika Jetpur-Navagadh Nagarpalika