BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION.

Total Amount Rs:-

Sr. No. Description Qty Unit Rate Amount

Demolition and disposal of unserviceable materials with all lead and lift.(i)

Cement concrete.

Demolition including stacking of serviceable materilas anddisposal of

unserviceable materials with all lead and lift. (i) R.C.C. work

Demolition of Brick work and stone masonry including stacking of serviceable

3.00 materilas and disposal of unserviceable materials with all lead and lift.(ii) In 853.75 Cu.M. 589.70

Filling, Foundation & Plinth with murrum or selected soil in layers of 20 cms

4.00 thickness including watering , ramming and consolidation etc complete. lead 611.10 Cu.M. 458.05

Excavation for foundation upto 1.5M depth including dewatering & sorting out

5.00 and stacking of useful materials and disposing of the excavated stuff upto 50 220.29 Cu.M. 164.83

(B) Dense or Hard soil

Excavation for foundation upto 1.5 m depth including sorting out and stacking

6.00 of useful materials and disposing off the excavated stuff upto 50 Meter lead.(D) 220.29 Cu.M. 291.31

Soft rock not requiring Blasting

Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse Sand : 6-

hand broken stone aggregates 40mm nominal size) and curing complete

7.00 excluding cost of formwork in 356.64 Cu.M. 3118.08

(A) Foundation & Plinth

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

8.00 foundation etc. in layers not exceeding 20cm in depth consolidating each 220.29 Cu.M. 137.48

deposited layer by ramming and watering.

White Stone Bela mesonry block in course in superstructure with stone of

9.00 approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including 324.00 Cu.M. 6550.93

packing the joints etc. complete.

Providing and laying controlled cement concrete M250 and curing complete

10.00 including the cost of formwork but excluding reinforcement for reinforced 26.00 Cu.M. 4681.62

concrete work in

Foundation, footing, Base of Columns and mass concrete

Providing and laying controlled cement concrete M250 and curing complete

11.00 including the cost of formwork but excluding reinforcement for reinforced 116.25 Cu.M. 7090.40

concrete work in Copping upto two floor level.

Providing and laying controlled cement concrete M250 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete,

Including mixing approved quality synthetic iron oxide based integral colour

12.00 pigment in cement concrete of approved shade, mixed in proportion not 246.24 Cu.M. 8065.65

exceeding 5% by weight of cement, thoroughly blended to obtain uniform

colour throughout the mix, work in Foundation, footing, Base of Columns and

mass concrete etc. complete as directed by the Engineer-in-Charge.

Providing and laying controlled cement concrete M.250 exposed work with

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

reinforcement, Including mixing approved quality synthetic iron oxide based

13.00 integral colour pigment in cement concrete of approved shade, mixed in 6.72 Cu.M. 16274.94

proportion not exceeding 5% by weight of cement, thoroughly blended to

obtain uniform colour throughout the mix, for R.C.C. work in Column complete

as directed by the Engineer-in-Charge.

Supplying cutting, bending, binding and placing in position steel as per plan

and design and as per ISS 2502 including cost of steel and binding wire for

14.00 reseNoirslstructures only including ift up to 6 meter height or depth below G.L. 25.81 MT 79362.77

for all diameters --CRS steel all diameter Fe 500grade confirming to relevant

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

CONSTRUCTION OF AMPHI AREA AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

Providing & Laying M.S. Side rail of road thickness with necessry nut boit

plates, fixing as per width applaying plates vibrator, electric or diesel on

channel comp. with V.D. Systems (Trimix) by using the necessary

15.00 equipments 7 material & Machinery, such as running screed vibrator on 1969.95 Sq.M. 149.48

prelaid M.S. channel for leveling vaccum pumps, floating & power trowling

etc. compl. also including gruv cutting and filling joint with bituminous

every 5 mtr. applying 4.50 kg / Sq.Mt. meatalic hardner.

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of

16.00 single or half brick walls for interior plastering upto floor two level and finished 1182.78 Sq.M. 188.98

even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand)

Finishing Wall with Weather Proof Exterior Emulsion Paint on wall Surface (Two

Coats) to give an required shape even shade after throughly brushing the

17.00 surface free from mortar dropping and other foreign matter and sand papered 1328.28 Sq.M. 98.35

Extra for every subsequent coat of water proofing cement paint of approved

brand and manufacture.

Providing and laying River polished Granite slab (Min base price Rs.160 per

18.00 sq.ft.) flooring over 18mm (Average) thick base of cement mortar 1:6 (1-cement 1406.36 Sq.M. 3958.95

: 6-coarse sand) or L.M. 1.1.5 laid over and jointed with grey cement slurry

including rubbing and polishing etc. complete.

19.00 Labour Charges half round edge for Granite 1781.63 R.M. 85.85

Filling with good earth for plantation including watering , ramming and

consolidation etc complete.

Providing & planting new plant(Tree) by Block / Strip plantation (like Bottle

21.00 Plam, Coconut, Fishstail Plam, Gulmohar, peltophorum, Casia(Pink/Yellow), Sita 25.00 Nos 1111.00

Ashok, Garmala, Spathodea, borsali etc.) (8 to 10 feet height) as per directed by

Engineer In Charge.

Providing & planting new plant by Block / Strip plantation (from List) as per

directed by Engineer In Charge.

Tensile Fabric Roofing - Design, Supply, Conversion and Installation of Tensile

Membrane fabric with GI plates finished with nuts, bolts and associated

accessories as per approved design concept.

Fabric - PVDF Fabric

23.00 Make - Imported Sioen, Sattler, Ferrari etc. 131.50 Sq.M. 4040.00

Weight - 950 g/Sqm

Tensile strength - 420/400 daN/5cmTear Strength - 55/50 daN

Adhesion - 12 daN/5cm

Providing- Asand

fixing & Engineer in

galvanised charge steel work in built-up sections,

trusses, frames, posts, purlins, brackets, supports, handrails, ladders, grills or

similar works, fabricated from approved quality Galvanised mild steel sections

24.00 including cutting, bending, drilling, welding, grinding, and shaping complete. 1972.50 Kg 165.33

including hot dip galvanised in accordance with IS:2629 / IS:4759 or latest

relevant IS codes, with minimum average zinc coating thickness of 80 microns

(approximately 650 GSM). as per directed by engineer in charge.

Painting two coats ( including priming coat ) on new steel and other metal

25.00 surface with snthetic enamel paint ,brushing to give an even shade including 263.00 Sq.M. 107.31

cleaning surface of all dirt, dust and other foreign matter.

Providing and erecting structural Corten steel arch sculpture (5.20 x

Average) fabricated from weathering steel (ASTM A588 Grade / equivalent),

having minimum thickness 6–12 mm (as per structural design), fabricated using

26.00 CNC cutting and rolling to required radius, with full penetration welds. 1200.00 Kg 1893.75

Adequate stiffeners, gusset plates and base plates (minimum 12–20 mm thick).

Base connection shall be designed using high tensile anchor bolts (minimum

Grade 8.8) embedded in RCC pedestal with non-shrink grout. with necessory

foundation etc.omplete as directed by the Engineer-in-Charge.

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

CONSTRUCTION OF AMPHI AREA AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

Mini Sculpture - MORDEN ART. Supplying & erecting Sculpture sized of 2.00 to

2.50 mt. in height made from M/S Fabrication work with weatherproof GFRC

27.00 (Glass Fibre Reinforced Concrete) Coating including Foundation, material, labor, 750.00 Kg 2828.00

transportation, loading, unloading etc. complete as directed by the Engineer-in-

Providing, fabricating and erecting Parametric Pavilion Sculpture of approved

architectural design, comprising structural framework made of MS structural

sections, CNC cut and fabricated into required parametric geometry, including

28.00 ribs, frames, connectors, stiffeners and base plates, complete with GFRC (Glass 1100.00 Kg 1767.50

Fibre Reinforced Concrete) Coating, texture, including necessary RCC

Foundation with high tensile anchor bolts and non-shrink grout etc. complete

as directed by the Engineer-in-Charge.

Total Amount Rs.

Total Amount Rs.

Consulting Civil Engineer City Engineer

Dharmesh Deshani OPC Pvt Ltd Porbandar Municipal Corporation

Ahmedabad Porbandar

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

CONSTRUCTION OF GYM & CHILDREN PLAY AREA AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

Demolition and disposal of unserviceable materials with all lead and lift.(i)

Cement concrete.

Demolition including stacking of serviceable materilas anddisposal of

unserviceable materials with all lead and lift. (i) R.C.C. work

Demolition of Brick work and stone masonry including stacking of serviceable

3.00 materilas and disposal of unserviceable materials with all lead and lift.(ii) In 14.18 Cu.M. 589.70

Excavation for foundation upto 1.5M depth including dewatering & sorting

4.00 out and stacking of useful materials and disposing of the excavated stuff upto 132.75 Cu.M. 164.83

(B) Dense or Hard soil

Excavation for foundation upto 1.5 m depth including sorting out and stacking

5.00 of useful materials and disposing off the excavated stuff upto 50 Meter 132.75 Cu.M. 291.31

lead.(D) Soft rock not requiring Blasting

Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse Sand : 6-

hand broken stone aggregates 40mm nominal size) and curing complete

6.00 excluding cost of formwork in 104.90 Cu.M. 3118.08

(A) Foundation & Plinth

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

7.00 foundation etc. in layers not exceeding 20cm in depth consolidating each 132.75 Cu.M. 137.48

deposited layer by ramming and watering.

Filling, Foundation & Plinth with murrum or selected soil in layers of 20 cms

8.00 thickness including watering , ramming and consolidation etc complete. lead 393.75 Cu.M. 458.05

White Stone Bela mesonry block in course in superstructure with stone of

9.00 approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including 133.98 Cu.M. 6550.93

packing the joints etc. complete.

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

CONSTRUCTION OF GYM & CHILDREN PLAY AREA AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

Providing and laying controlled cement concrete M250 and curing complete

10.00 including the cost of formwork but excluding reinforcement for reinforced 109.38 Cu.M. 4681.62

concrete work in

Foundation, footing, Base of Columns and mass concrete

Providing and laying controlled cement concrete M250 and curing complete

11.00 including the cost of formwork but excluding reinforcement for reinforced 12.18 Cu.M. 7090.40

concrete work in Copping upto two floor level.

Supplying cutting, bending, binding and placing in position steel as per plan

and design and as per ISS 2502 including cost of steel and binding wire for

12.00 reseNoirslstructures only including ift up to 6 meter height or depth below 8.02 MT 79362.77

G.L. for all diameters --CRS steel all diameter Fe 500grade confirming to

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of

13.00 single or half brick walls for interior plastering upto floor two level and 765.60 Sq.M. 188.98

finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand)

Finishing Wall with Weather Proof Exterior Emulsion Paint on wall Surface

(Two Coats) to give an required shape even shade after throughly brushing

14.00 the surface free from mortar dropping and other foreign matter and sand 818.10 Sq.M. 98.35

papered smooth.

Extra for every subsequent coat of water proofing cement paint of approved

brand and manufacture.

Providing and laying River polished Kota stone slab flooring over 20mm

15.00 (Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 628.80 Sq.M. 1383.75

1.1.5 laid over and jointed with grey cement slurry including rubbing and

polishing etc. complete. (B) 30 mm thick

16.00 Labour Charges half round edge for Kota/Marble 234.30 R.M. 51.51

Providing and laying River polished Granite slab (Min base price Rs.160 per

17.00 sq.ft.) flooring over 18mm (Average) thick base of cement mortar 1:6 (1- 59.30 Sq.M. 3958.95

cement : 6-coarse sand) or L.M. 1.1.5 laid over and jointed with grey cement

slurry including rubbing and polishing etc. complete.

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

CONSTRUCTION OF GYM & CHILDREN PLAY AREA AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

18.00 Labour Charges half round edge for Granite 395.30 R.M. 85.85

Filling with good earth for plantation including watering , ramming and

consolidation etc complete.

Providing & planting new plant(Tree) by Block / Strip plantation (like Bottle

20.00 Plam, Coconut, Fishstail Plam, Gulmohar, peltophorum, Casia(Pink/Yellow), 6.00 Nos 1111.00

Sita Ashok, Garmala, Spathodea, borsali etc.) (8 to 10 feet height) as per

directed by Engineer In Charge.

Providing & planting new plant by Block / Strip plantation (from List) as per

directed by Engineer In Charge.

SYNTHETIC 5 LAYER NON CUSHION SYSTEM

Providing and Laying 5 layer sport surface system. The first layer consist of

22.00 application of one coat of Bio Cum primer, Second coat of Re-Surface, 236.50 Sq.M. 959.50

Thereon application of Two coats of Resurfaces , One Textured coat and

finally One Non- Texture coat, Last line marking

Constructing Manhole with RCC top slab in 1:2:4 mix (1-Cement, 2-Coarse

Sand, 4-graded stone aggregate 20mm nominal size) foundation concrete

1:3:6 mix (1-Cement, 3-Coarse Sand, 6-Bick bats 40+50 mm size) inside

plaster 15 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

23.00 concrete 1:2:4 mix (1-Cement, 2-Coarse Sand, 4-graded stone aggregate 15.00 NOS. 20525.61

20mm nominal size) finished smooth comlete including curing and festing (i)

Inside size 900 mm x 1200 mm and 1.5 m. deep including precast RCC M.200

Frame & cover (For SWD jali) suitable to drainage M.H. (A) with 230 mm

thick walls of brick masonary using brick having crushing strength not less

than 35 kg/sq.cm. in cement mortar 1:5 (1-cement , 5-coarse Sand)

(2) B type depth

Supplying 1.50reinforced

and fixing Metre for 150mm

concretediameter sewer

heavy duty non-pressure pipes with

24.00 collars for culverts carrying heavy traffic as per IS 458-1991 specifications 200.00 R.M 659.99

including setting the pipes in C.M. 1:2 watering and laying (to level or slopes)

of class NP3 of following internal daimeters.(v) 300 mm dia.

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

CONSTRUCTION OF GYM & CHILDREN PLAY AREA AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

Providing and fixing Leg Lift Post made from GI Corrosion resistant structure

25.00 including foundation material labor, transportation etc. complete as per 1.00 Nos 38380.00

directed by engineer in charge.

Providing and fixing Leg Press Double made from GI Corrosion resistant

26.00 structure including foundation material labor, transportation etc. complete as 1.00 Nos 39390.00

per directed by engineer in charge.

Providing and fixing Chest Press Double made from GI Corrosion resistant

27.00 structure including foundation material labor, transportation etc. complete as 1.00 Nos 42420.00

per directed by engineer in charge.

Providing and fixing Shoulder Press Double made from GI Corrosion resistant

28.00 structure including foundation material labor, transportation etc. complete as 1.00 Nos 39390.00

per directed by engineer in charge.

Providing and fixing Fun Walker Double made from GI Corrosion resistant

29.00 structure including foundation material labor, transportation etc. complete as 1.00 Nos 35350.00

per directed by engineer in charge.

Providing and fixing SKI Trainer made from GI Corrosion resistant structure

30.00 including foundation material labor, transportation etc. complete as per 1.00 Nos 36865.00

directed by engineer in charge.

Providing and fixing Parallel Bar made from GI Corrosion resistant structure

31.00 including foundation material labor, transportation etc. complete as per 1.00 Nos 29896.00

directed by engineer in charge.

Providing and fixing Pullup Station made from GI Corrosion resistant structure

32.00 including foundation material labor, transportation etc. complete as per 1.00 Nos 32522.00

directed by engineer in charge.

Providing and fixing Shoulder Twirl made from GI Corrosion resistant

33.00 structure including foundation material labor, transportation etc. complete as 1.00 Nos 30300.00

per directed by engineer in charge.

Providing and fixing ABB Trainer (Situp Single) made from GI Corrosion

34.00 resistant structure including foundation material labor, transportation etc. 1.00 Nos 29492.00

complete as per directed by engineer in charge.

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

CONSTRUCTION OF GYM & CHILDREN PLAY AREA AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

Providing and fixing Seating Twister Cum Tai Chi made from GI Corrosion

35.00 resistant structure including foundation material labor, transportation etc. 1.00 Nos 39390.00

complete as per directed by engineer in charge.

Providing and fixing Fun Rower made from GI Corrosion resistant structure

36.00 including foundation material labor, transportation etc. complete as per 1.00 Nos 37875.00

directed by engineer in charge.

Providing and fixing Multi Play ground (Combination of 1-Roller Slide, 1-Wave

37.00 Slide, 1- Plain Slide, 1- Spiral Slide, 2- Ciculer Swing, 1-bridge, 2-stair) made of 1.00 Nos 153520.00

FRP Material and GI structure, Foundation etc. complete as per directed by

engineer in charge.

Providing and fixing Plain Slide Ladder made of FRP Material and GI structure,

Foundation etc. complete as per directed by engineer in charge.

Providing and fixing Marry go round (4-Seater) with seating arrangement

39.00 made of FRP Material and GI structure, Foundation etc. complete as per 1.00 Nos 25553.00

directed by engineer in charge.

Providing and fixing Seesaw (4-Seater) made of FRP Material and GI structure,

Foundation etc. complete as per directed by engineer in charge.

Providing and fixing Garden Swing made of FRP Material and GI structure,

41.00 Foundation, Seats (Two Seats) etc. complete as per directed by engineer in 1.00 Nos 19695.00

Providing and fixing Outdoor Slide with Curved (Spiral) design surface made of

42.00 FRP Material and GI structure etc. complete as per directed by engineer in 1.00 Nos 45450.00

Total Amount Rs.

Total Amount Rs.

Consulting Civil Engineer City Engineer

Dharmesh Deshani OPC Pvt Ltd Porbandar Municipal Corporation

Ahmedabad Porbandar

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

CONSTRUCTION OF GYM & CHILDREN PLAY AREA AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

CONSTRUCTION OF KIDZ TRAFFIC PARK AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

Demolition and disposal of unserviceable materials with all lead and lift.(i)

Cement concrete.

Demolition including stacking of serviceable materilas anddisposal of

unserviceable materials with all lead and lift. (i) R.C.C. work

Demolition of Brick work and stone masonry including stacking of serviceable

3.00 materilas and disposal of unserviceable materials with all lead and lift.(ii) In 13.57 Cu.M. 589.70

Excavation for foundation upto 1.5M depth including dewatering & sorting out

4.00 and stacking of useful materials and disposing of the excavated stuff upto 50 30.94 Cu.M. 164.83

(B) Dense or Hard soil

Excavation for foundation upto 1.5 m depth including sorting out and stacking

5.00 of useful materials and disposing off the excavated stuff upto 50 Meter 30.94 Cu.M. 291.31

lead.(D) Soft rock not requiring Blasting

Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse Sand : 6-

hand broken stone aggregates 40mm nominal size) and curing complete

6.00 excluding cost of formwork in 80.28 Cu.M. 3118.08

(A) Foundation & Plinth

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

7.00 foundation etc. in layers not exceeding 20cm in depth consolidating each 30.94 Cu.M. 137.48

deposited layer by ramming and watering.

Filling, Foundation & Plinth with murrum or selected soil in layers of 20 cms

8.00 thickness including watering , ramming and consolidation etc complete. lead 328.49 Cu.M. 458.05

White Stone Bela mesonry block in course in superstructure with stone of

9.00 approved quality in cement Mortar 1:5 (1-Cement :5- course sand) including 57.38 Cu.M. 6550.93

packing the joints etc. complete.

Providing and laying controlled cement concrete M250 and curing complete

10.00 including the cost of formwork but excluding reinforcement for reinforced 91.00 Cu.M. 4681.62

concrete work in

Foundation, footing, Base of Columns and mass concrete

Providing and laying controlled cement concrete M250 and curing complete

11.00 including the cost of formwork but excluding reinforcement for reinforced 5.78 Cu.M. 7090.40

concrete work in Copping upto two floor level.

Supplying cutting, bending, binding and placing in position steel as per plan

and design and as per ISS 2502 including cost of steel and binding wire for

12.00 reseNoirslstructures only including ift up to 6 meter height or depth below 6.15 MT 79362.77

G.L. for all diameters --CRS steel all diameter Fe 500grade confirming to

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of

13.00 single or half brick walls for interior plastering upto floor two level and 271.92 Sq.M. 188.98

finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand)

Finishing Wall with Weather Proof Exterior Emulsion Paint on wall Surface

(Two Coats) to give an required shape even shade after throughly brushing

14.00 the surface free from mortar dropping and other foreign matter and sand 322.17 Sq.M. 98.35

papered smooth.

Extra for every subsequent coat of water proofing cement paint of approved

brand and manufacture.

Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-coarse sand

15.00 : 4-graded stone aggregate 20mm nominal size) laid in one layer and finished 720.25 Sq.M. 355.22

with a floating coat of neat cement. (B) 50mm thick.

Filling with good earth for plantation including watering , ramming and

consolidation etc complete.

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

CONSTRUCTION OF KIDZ TRAFFIC PARK AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

Providing & planting new plant(Tree) by Block / Strip plantation (like Bottle

17.00 Plam, Coconut, Fishstail Plam, Gulmohar, peltophorum, Casia(Pink/Yellow), 8.00 Nos 1111.00

Sita Ashok, Garmala, Spathodea, borsali etc.) (8 to 10 feet height) as per

directed by Engineer In Charge.

Providing & planting new plant by Block / Strip plantation (from List) as per

directed by Engineer In Charge.

SYNTHETIC 5 LAYER NON CUSHION SYSTEM

Providing and Laying 5 layer sport surface system. The first layer consist of

19.00 application of one coat of Bio Cum primer, Second coat of Re-Surface, 720.25 Sq.M. 959.50

Thereon application of Two coats of Resurfaces , One Textured coat and

finally One Non- Texture coat, Last line marking

Supplying and fixing different Reflective type sign board of G.I. plates and

20.00 angle iron including weather proof coating, lettering etc. complete including 19.00 Nos 5555.00

fixing to ex road with fastner with necessary foundation if required etc.

complete as per directed by engineer in charge.

Supplying and fixing different Reflective type Traffic Signal of G.I. plates and

21.00 angle iron including weather proof coating, lettering etc. complete including 5.00 Nos 6060.00

fixing to ex road with fastner with necessary foundation if required etc.

complete as per directed by engineer in charge.

Providing and executing wall painting art work of approved design and theme

on prepared wall surface, using weather resistant acrylic paints of approved

22.00 make and shade, including surface preparation, primer, base coat, artistic 48.60 Sq.Mt. 1111.00

painting, detailing, protective clear coat where required, scaffolding, all

materials, labour, lead and lift complete as directed by the Engineer-in-

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

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 130 mm and with minimum reflective area of 13 Sqcm on each side and

the 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 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-

SITC of Korean /ACP/Acrylic/Metal/Wood material's illumination work

including laser cut , frameing ,lighting /signages as per instructed bty

24.00 engineer in charge.Note ;- The scope includes necessary 225.00 Sq.Ft. 5555.00

fastners,Civil works, laser,CNC cutting , Powder coating ,bending etc.

(Department/Consultant/ Client demand any type of Sculpture/ structure as

Total Amount Rs.

Total Amount Rs.

Consulting Civil Engineer City Engineer

Dharmesh Deshani OPC Pvt Ltd Porbandar Municipal Corporation

Ahmedabad Porbandar

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

CONSTRUCTION OF FOOD COURT AND STALL AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

Demolition and disposal of unserviceable materials with all lead and lift.(i) Cement

Demolition including stacking of serviceable materilas anddisposal of unserviceable

materials with all lead and lift. (i) R.C.C. work

Demolition of Brick work and stone masonry including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and lift.(ii) In Cement Mortar.

Excavation for foundation upto 1.5M depth including dewatering & sorting out and stacking

4.00 of useful materials and disposing of the excavated stuff upto 50 Meter Lead. 137.38 Cu.M. 164.83

(B) Dense or Hard soil

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful

5.00 materials and disposing off the excavated stuff upto 50 Meter lead.(D) Soft rock not 194.96 Cu.M. 291.31

requiring Blasting

Filling available excavated earth (exluding rock)in trenches plinth,sides of foundation etc.in

6.00 layer not exceeding 20cm in depth consolidating each disposited layer by ramming and 137.38 Cu.M. 137.48

Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse Sand : 6- hand broken

7.00 stone aggregates 40mm nominal size) and curing complete excluding cost of formwork in 90.96 Cu.M. 3118.08

(A) Foundation & Plinth

Providing and laying controlled cement concrete M250 and curing complete including the

8.00 cost of formwork but excluding reinforcement for reinforced concrete work in 135.07 Cu.M. 4681.63

Foundation, footing, Base of Columns and mass concrete

Providing and laying controlled cement concrete M250 and curing complete including the

9.00 cost of formwork but excluding reinforcement for reinforced concrete work in Column, upto 20.23 Cu.M. 7905.40

two floor level.

Supplying cutting, bending, binding and placing in position steel as per plan and design and

10.00 as per ISS 2502 including cost of steel and binding wire for reseNoirslstructures only 9.72 MT 79362.77

including ift up to 6 meter height or depth below G.L. for all diameters --CRS steel all

diameter Fe 500grade confirming to relevant I.S.

White Stone Bela mesonry block in course in superstructure with stone of approved quality

11.00 in cement Mortar 1:5 (1-Cement :5- course sand) including packing the joints etc. complete. 14.28 Cu.M. 6550.93

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half

12.00 brick walls for interior plastering upto floor two level and finished even and smooth in (i) 51.00 Sq.M. 188.98

Cement mortar 1:3 (1-cement:3-sand)

Finishing Wall with Weather Proof Exterior Emulsion Paint on wall Surface (Two Coats) to

give an required shape even shade after throughly brushing the surface free from mortar

13.00 dropping and other foreign matter and sand papered smooth. 102.00 Sq.M. 98.35

Extra for every subsequent coat of water proofing cement paint of approved brand and

Providing and laying polished Kota stone slab flooring over 20mm (Average) thick base of

14.00 cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse 649.92 Sq.M. 1019.40

sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade

of slab including rubbing and polishing etc. complete. (A) 25mm thick

15.00 Labour Charges half round edge for Kota/Marble 649.92 R.M. 51.51

Providing and laying River polished Granite slab (Min base price Rs.160 per sq.ft.) flooring

16.00 over 18mm (Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 45.90 Sq.M. 3958.95

1.1.5 laid over and jointed with grey cement slurry including rubbing and polishing etc.

17.00 Labour Charges half round edge for Granite 510.00 R.M. 85.85

Filling with good earth for plantation including watering , ramming and consolidation etc

Providing & planting new plant(Tree) by Block / Strip plantation (like Bottle Plam, Coconut,

19.00 Fishstail Plam, Gulmohar, peltophorum, Casia(Pink/Yellow), Sita Ashok, Garmala, Spathodea, 9.00 Nos 1111.00

borsali etc.) (8 to 10 feet height) as per directed by Engineer In Charge.

Providing & planting new plant by Block / Strip plantation (from List) as per directed by

Engineer In Charge.

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

CONSTRUCTION OF FOOD COURT AND STALL AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

Providing and fixing galvanised structural steel work in built-up sections, trusses, frames,

posts, purlins, brackets, supports, handrails, ladders, grills or similar works, fabricated from

21.00 approved quality Galvanised mild steel sections including cutting, bending, drilling, welding, 26938.00 Kg 165.33

grinding, and shaping complete. including hot dip galvanised in accordance with IS:2629 /

IS:4759 or latest relevant IS codes, with minimum average zinc coating thickness of

microns (approximately 650 GSM). as per directed by engineer in charge.

Providing Precoated corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J or

22.00 L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. limpet washer or G.I. limpet 360.00 Sq.M. 734.19

washer. filled with white lead complete excluding the cost of purlins, Rafters and Trusses.(1)

0.60 mm thick sheet.

Providing and fixing rolling shutters of approved make made of 80 mm wide M.S. laths inter-

locked together through their entire length and jointed together at the ends by end locks

23.00 mounted on specially designed pipe shaft with bracket plates, guide channels and 62.72 Sq.M. 3554.40

arragements for inside and outside locking with push-pull operation including the cost of

hood cover and spring etc. complete.(A) Shutters having width below 3.5 M.

Painting two coats ( including priming coat ) on new steel and other metal surface with

24.00 snthetic enamel paint ,brushing to give an even shade including cleaning surface of all dirt, 1426.84 Sq.M. 107.31

dust and other foreign matter.

Tensile Fabric Roofing - Design, Supply, Conversion and Installation of Tensile Membrane

fabric with GI plates finished with nuts, bolts and associated accessories as per approved

design concept.

Fabric - PVDF Fabric

25.00 Make - Imported Sioen, Sattler, Ferrari etc. 544.00 Sq.M. 4040.00

Weight - 950 g/Sqm

Tensile strength - 420/400 daN/5cmTear Strength - 55/50 daN

Adhesion - 12 daN/5cm

Colour - As per Design & Engineer in charge

Providing erecting and fixing double coated ISI water tank of required capacity each with all

necessary fittings and connection etc. complete on terrace

Providing and fixing Ball Cock of Approved Quality as Directed

27.00 ( A ) Copper Metal 1.00 Nos 132.89

( I ) 25 mm dia.

Providing laying and jointing in true line and level 15 mm dia. U.P.V.C. Pipe (SCH -40) line

including fittings make or equivalent as apprroved by Engineer In charge. Pipe shall be fixed

28.00 on the wall with the help of clamp at every two meter C/C or shall be concealed as directed 70.00 R.M. 72.65

including necessary fittings etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 25 mm dia. U.P.V.C. Pipe (SCH -40) line

including fittings make or equivalent as apprroved by Engineer In charge. Pipe shall be fixed

29.00 on the wall with the help of clamp at every two meter C/C or shall be concealed as directed 100.00 R.M. 91.84

including necessary fittings etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

Providing and fixing washbasin with single hole for pillar tape with C.I. or M.S. brackets

30.00 painted white including cutting holes and making good thesame but excluding fittings. (A) 5.00 No. 1657.09

vitreous china : II. Flat back washbasin 550 mm x 400 mm size (I) IN white colour

Providing and fixing pillar tap,captan head, screw down high pressure with screws, shanks

and back nuts. 15 mm Dia.

32.00 Providing and fixing Brass screw down stop tap/ Angle tap (A) 15 mm dia. 5.00 No. 205.83

Providing and fixing PVC SWR Nahni Trap IS 14735 for drain - 75 mm diameter with jali of

33.00 the following nomonal diameter of self cleansing design with C.I. scread down or hinged 6.00 No. 601.94

grating including the cost of cutting and making good the walls.

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure poluthene

pipes of the following outside Dia. Low densidy, complete with special falnge compression

type fittings, wall clipsetc. including making good the wall ceiling and floor. (F) 75mm

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

CONSTRUCTION OF FOOD COURT AND STALL AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure poluthene

pipes of the following outside Dia. Low densidy, complete with special falnge compression

type fittings, wall clipsetc. including making good the wall ceiling and floor. (G)110 mm

Constructing Brick masonry road gully chamber 500mm x 450mm x 600mm including

500mm x 450mm C.I. horizontal grating with frame complete.

Providing & erecting water cooler having storage capacity 150 Ltr. & cooling capacity

Ltr.per hour @ an ambient temp of 450 C. The outlet temp. of the water should drop by

37.00 150C within a hour, The water cooler should be comprising of hermetically sealed 1.00 Nos 55893.40

compressor, fan motor, condensing unit, water tank surrounded by evaporating, coil,

thermostats, relay etc.complete with necessary inlet & outlet connection. The body of

water cooler will be made from Stainless Steel.

Supplying & erecting 5 stage single reverse osmosis water purification system with M.S.

powder coated frame, prefilter housing with 'O' ring presediment filter GAC filter, carbon

38.00 filter suitable buster DC pump capacity 80 psi, mention with 40 psi inline type post carbon 1.00 Nos 15620.66

filter auto low & high pressure switches with following size of storage tank & LPH capacity &

erected as directed with one year comprehensive maintenance guarantee.[B] 25 Ltr / Hr

Total Amount Rs.

Total Amount Rs.

Consulting Civil Engineer City Engineer

Dharmesh Deshani OPC Pvt Ltd Porbandar Municipal Corporation

Ahmedabad Porbandar

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

CONSTRUCTION OF YOGA PAVILLION AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

Demolition and disposal of unserviceable materials with all lead and lift.(i) Cement concrete.

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful

2.00 materials and disposing off the excavated stuff upto 50 Meter lead. D) Soft rock not 166.97 CUM 558.28

requiring blasting (Mannual)

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc.

3.00 in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and 166.97 CUM 137.47

Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness

including watering, ramming and consolidating etc. complete.

Filling in plinth with sand under floors including watering ramming, consolidating and

dressing complete

Providing and filling rubbles including hand packing and filling interstices with quarry spalls

6.00 behind abutments and between 130.10 CUM 1109.30

returns as directed.

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone

7.00 aggregates 20 mm nominal size) and curing complete including cost of formwork in (A) 55.21 CUM 4420.99

Foundation and Plinth

White Stone Bela mesonry block in course in superstructure with stone of approved quality

in Lime Mortar 1:5 (1- Cement :5- course sand) including packing the joints etc. complete.

Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- crushed stone

9.00 aggregates 20 mm nominal size) and curing complete including cost of formwork in (A) Wall 0.81 CUM 4192.33

Supplying cutting, bending, binding and placing in position steel as per plan and design and

10.00 as per ISS 2502 including cost of steel and binding wire for reseNoirslstructures only including 0.08 MT 79362.77

ift up to 6 meter height or depth below G.L. for all diameters - Do-CRS steel all diameter Fe

500grade confirming to relevant I.S.

20mm thick sand faced cement plaster on walls upto height 10 metres above ground level

11.00 consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick 404.00 SQM 330.72

finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

Wall primer: Applying priming coat on wall surface after the surface to give an required

12.00 shape even shade after thoroughly brushing the surface to remove all dirt, and remains of 139.00 SQM 23.63

loose powdered materials.etc complete

supplying and stacking of good earth + cattle manure minimum 100 mm thick each material

13.00 at site including royalty and carriage upto 5 km lead complete including Mixing earth and 325.14 SQM 95.03

sludge or manure and Spreading of sludge, dump manure and/or good earth(earth

measured in stacks will be reduced by 20% for payment)

Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of

existing ground prepared with proper level and ramming with required tools wooden and

14.00 than rolling the surface with light roller make the surface smoothen and light watering the 325.14 SQM 88.38

same maintenance for 30 days or more till the grass establish properly,as per direction of

officer in charge

Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3-4 branches in

15.00 earthen pots of size 20 cm as per direction of the officer-in-charge... inclding Plantation of 34.00 Each 54.19

shrubs at site i/c watering and removal of unserveiceable material’s as per direction of

officer in charge

Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35-40 cm well

16.00 developed in big size HDPE bags as per direction of the officer-in-charge.. inclding Plantation 17.00 Each 663.87

of trees at site i/c watering and removal of unserveiceable material’s as per direction of

officer in charge

Providing and fixing HDPE landscape edging border made from high-density polyethylene,

minimum thickness 3–5 mm, flexible, UV-stabilized, weather-resistant and durable, suitable

for lawn, pathway and plantation edge demarcation. The edging shall be fixed firmly in

position using MS/HDPE spikes (minimum 200–250 mm long) at required intervals (not

17.00 exceeding 600 mm c/c) to maintain alignment and stability. 93.80 Rmt 3511.45

The work shall include cutting to required length, bending to curves, alignment, levelling,

anchoring, and finishing, complete with all necessary tools, tackles, labour, transportation,

handling, wastage, etc., as per approved drawing and instructions of Engineer-in-Charge,

complete in all respects.

Providing, supplying and fixing 40 mm thick sandwich granite flooring, comprising two

numbers of machine-cut granite slabs of 18 mm thickness each (one side polished), bonded

together with cement mortar slurry (1:3 – 1 cement : 3 fine sand) applied uniformly in

between the slabs, pressed to form a rigid composite granite slab. The composite slab shall

18.00 be laid over prepared base, with joints filled with neat cement slurry, including cutting, 53.80 SQM 4935.14

dressing, providing facia patti wherever required, alignment, leveling to true line and level,

curing, rubbing and final cleaning. The item includes cost of all materials, cement, sand,

granite slabs, labour, tools & tackles, loading, unloading, handling, wastage, scaffolding if

required, and execution complete as per approved drawings, specifications and directions of

Engineer-in-Charge,

Providing and layingcomplete in all respects.

River polished Granite slab (Min base price Rs.160 per sq.ft.) flooring

19.00 over 18mm (Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 405.70 SQM 3958.95

1.1.5 laid over and jointed with grey cement slurry including rubbing and polishing etc.

Total Amount Rs.

Total Amount Rs.

Consulting Civil Engineer City Engineer

Dharmesh Deshani OPC Pvt Ltd Porbandar Municipal Corporation

Ahmedabad Porbandar

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

SUPPLYING AND ERECTION OF LED LIGHT WITH POLE AND ELECTRIFICATION WORK AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

Supplying & Erection of Steel round Designer Garden pole Manufacturing process of

corrosion resistance steel pole should be as per IS specification with bracket. Basic steel

1.00 tube should be ISI Marked. Pole should be painted by one coat of Zinc comet Primer and 44.00 Each 21210.00

two coat of Aluminium /approved paint to be erected on / in existing Foundation and PU

base primer and PU Paint on pole. The length of poles are as below. 4.00 mtr. Long Steel

pole As per directed by engineer in charge.

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

wattage of 1Watt 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 company mark/name engraved or embossed 120 to 300 V,Power Factor more than

0.95, THD < 10 %, CCT 5000 K to 5700K, Uniformity ratio >0.45, Luminaire efficacy>

lumens/watt . LED driver efficiency > 85 %. CREE / OSRAM / PHILIPS Lumileds / NICHIA /

SEOUL/ BridgeLux (U.S.A.) make LED used for luminaire. ( Each fittings required LM-79 &

LM-80 certificates)

(D) Post Top Lantern LED fitting comprises of Copper dust finish cast aluminum spigot and

spun aluminum canopy fixed with opal polycarbonate, pipe arrangement for vertical

mounting,open construction driver and accessories wired upto terminal block.

Supplying Cat-lll

and erecting LED street light / Flood light fittings with High power White LEDs

wattage of 1Watt 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 company mark/name engraved or embossed

3.00 120 to 300 V,Power Factor more than 0.95, THD < 10 %, CCT 5000 K to 5700K, 39.00 Each 6088.28

Uniformity ratio >0.45, Luminaire efficacy> 85 lumens/watt . LED driver efficiency > 85 %.

CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/ BridgeLux (U.S.A.) make LED used for

luminaire. ( Each fittings required LM-79 & LM-80 certificates)

(B) Flood Light (IP-65), Surge -4KV

(iii) Above 60 to 90 watts

LED Bollard fittings of minimum height 1000 mm & dia.100mm having polycarbonate

4.00 clear/milky diffuser mounted on 3mm thick aluminium finished powder coated pipe with 80.00 Each 4461.17

base plate 160x160mm with erection by M8x75mm fastner with required RCC

foundation.IP65 for 9 to 20 watt and above ,surge-4kv cat-III

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

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

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.)

(D) LED Strip Light (ii) Minimum 7.2W -240 LED per meter,(2 wire, IP-65) with non integral

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

SUPPLYING AND ERECTION OF LED LIGHT WITH POLE AND ELECTRIFICATION WORK AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

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

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.)

Supplying and425 Lumens,

erecting LEDSurge-2KV (ii) 8 towith

indoor fittings 11 Watts

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

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

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.)

(G) Step Light having Aluminium die cast and ABS Plastic material. (i) 5 watts,

Providing and erecting Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised

8.00 iron pipe with coupling and buch buried in specially prepared earth pit complete with 65.00 Each 368.65

necessary 8 SWG earth wire.

9.00 For using salt and charcoal / coke as required for pipe type earthing. 65.00 Each. 171.70

10.00 Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG. 65.00 Kg. 77.77

Making trench in Hard Murrum / Tar Road of suitable width of 90 cms or required depth

11.00 for laying any size of cable or locating the fault all over the run and back filling the same 1800.00 R.Mt. 74.74

and making the surface as normal ground.

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

12.00 conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe 570.00 R.Mt. 183.82

of following size of cables.

(A) 3 1/2 core 25 Sq. mm (16 Sq. mm 1/2 core )

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

13.00 Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing 2160.00 R.Mt. 140.39

trench / pipe of following size of cables

(C) 4 core 10 Sq. mm

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

14.00 conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe 900.00 R.Mt. 87.87

of following size of cables.

(B) 3 core 4 Sq. mm

Providing & laying approved make Double walled corrugated pipes (DWC) of

15.00 polyethylene(conforming to IS 14930 II )with necessary connecting accessories of same 2730.00 R.Mt. 73.73

material at required depth in existing trench for laying of cable. below ground / road

surface for enclosing cable (B)63mm outer dia

Supplying and erecting Flexible PVC insulated multistrand multicore 1.1 kv grade ISI

16.00 marked copper wires of following size to be erected as directed. 1146.00 Mtr. 77.77

h) 2.50 Sq.mm 3 core round PVC sheathed

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

SUPPLYING AND ERECTION OF LED LIGHT WITH POLE AND ELECTRIFICATION WORK AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

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

17.00 cover.(approved make OEM has to submit test certificate) & having back filling compound 5.00 Each. 4591.46

of (B) Inner chemical (CCM Compound)- Resistivity:- 0.2 meter testing as per IEC 62561-

2017, Voltage drop:- < 1 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

Approved make ELCBs / RCCBs conforming to IS: 12640 and having sensitivity of 30 mA

and Short Circuit withstand capacity of 6 KA and suitable for operation on 3 phase and

18.00 neutral 415V. having characteristic of quick action & tripping with all advance feature & do 5.00 Each. 4314.72

not incorporate any electronic component for following Max. rating erected as directed.

(iv) 100 Amps. FP (100 mA Sensitivity) Cat. III

Providing 1:2:4 cement concrete foundation & 70 % PCC from bottom including

19.00 excavation for the pole of size 45 x 45 x 100 cm. Deep in below ground level with plinth of 44.00 Each 809.01

45 cm x 45 cm (or 45 cm dia x 45 cm) high upper ground level with necessary curing and

finishing in approved manner. ( for 4 & 6 mtr pole)

Providing & erecting 240 V MCB double pole switch for motor & inductive load (C Curve)

20.00 having 10 KA breaking capacity & confirms to IS : 8828 in existing box having following 245.00 Each 330.27

capacity (B) 40 Amp. Cat II

Solderless crimping type Aluminium lugs conforming to IS suitable for cable of following

21.00 size evenly crimped with high pressure tool & connected to switchgear terminals with 176.00 Each 13.13

brass/cadmium plated nut bolts in an approved manner.

Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC

22.00 insulated armoured cable complete with out going tails, insulating tape etc for following 176.00 Each 38.38

size of cables. (C) 2 to 4 core 10 Sq. mm

Solderless crimping type Aluminium lugs conforming to IS suitable for cable of following

23.00 size evenly crimped with high pressure tool & connected to switchgear terminals with 80.00 Each 15.15

brass/cadmium plated nut bolts in an approved manner.

Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC

24.00 insulated armoured cable complete with out going tails, insulating tape etc for following 80.00 Each 47.47

size of cables. (e) 2 to 4 core 16 Sq. mm

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

(A) 150 X 90 X 75 cm section pillar fabricated from 14 Gauge MS Sheet with angle iron legs

Supplying made from 40bakelite

erecting X 40 X 6sheet

HYLAM make on existing angle iron

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

SUPPLYING AND ERECTION OF LED LIGHT WITH POLE AND ELECTRIFICATION WORK AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

Approved make Four pole moulded case circuit breaker having breaking capacity ICU of

27.00 KA. at 415 V. having normal current rating up to 125A. with Fixed thermal & magnetic 5.00 Each 8055.76

release suitable to work on A.C.supply 50 c/s. with all internal connections & complete

erected in existing 16 G.M.S. housing.

Supplying & erecting power contactor for time switch complete erected as per direction

28.00 Cat III 5.00 Each 2782.55

[D] 4 pole 440V 40 Amp.

Providing and erecting busbar chamber confirming to IS-375 fabricated from 16 G.M.S.

sheet, dust & vermin proof having hinged door with rubber gasket and necessary busbar

supports with COPPER busbar having current density not more than 1.6 Amp. / sq.mm

29.00 (Rated current / cross section area) duly wrapped with colour insulation tape for phase 7.50 Rmt. 5731.75

sequence, three phase & neutral each suitable for following current capacity with

necessary painting mounted on wall or pedestal frame of required size with necessary

(B) Suitable for 200 Amp. capacity

Providing Approved make Triple Pole Metal Clad Switch Fuse Unit 415/500 V. with HRC

30.00 fuse of suitable load and neutral link confirming to IS. 30.00 Each 2105.85

(a) 32 A Cat III

Supplying & erecting approved make IP 55 grade Company fabricated Timer Panel of

following capacity for switch On-Off street lights on time scheduling basis made from 16G

CRCA sheet duly epoxy power painted inside and outside with hinged doors and locking

31.00 arrangement consisting of suitable size of 4 Pole MCB and 4 pole contactor (cat-III)with 5.00 Each 17059.91

analog time switch, auto manual switch of same make and suitable input and output

Bakelite terminals and with door earthing approved by Engineer in charge.

Providing, supplying, installing and commissioning of water proof Profile Light Strip of

approved make, 10 Meter length roll, IP65 waterproof, operating on 24V power supply, in

Cool White color/as suggested. The strip shall be flexible, durable and suitable for outdoor

32.00 applications, designed for seamless architectural integration. The light shall come with all 268.80 Rmt 665.59

necessary fittings, fixtures, connectors, and accessories required for proper installation

and operation. The system should be installed as per site requirements with proper

alignment, secure fixing, electrical connections, and testing to ensure smooth and safe

Providing and erecting ISI mark Medium class RIGID PVC PIPES of following size complete

33.00 to be erected on/in wall or ceiling erected with necessary PVC fittings & Junction boxes 280.00 Rmt 33.33

fixed with adhesive solution & Clamps with following dia of pipes, in approved manner as

directed (b) 25 mm

Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both

are of ISI marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr

length , in below type of pipe erected with 6A Modular type switch / bell push &

accessories and earth continuity of following type, erected on PVC / Metallic/Wooden

34.00 box, single mounting base frame covered with textured/metallic/white front plate 24.00 pts 449.45

modules erected on / in wall / ceiling as per pipe erected, with necessary Lamp

holder/ceiling rose / H.D.Connector as directed.

(a) with medium class Rigid PVC pipe and accessories erected flushed on wall/ceiling

Providing Cat. III

following type of Modular Type Accessories mounted with PVC /

metallic/Wooden box, single mounting base frame covered with textured / metallic/white

35.00 front plate , modules erected with necessary connections as per site situation directed by 16.00 Ea 51.51

Engineer In charge.

(2) 16 Amp. SP one way switch

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

SUPPLYING AND ERECTION OF LED LIGHT WITH POLE AND ELECTRIFICATION WORK AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

Providing following type of Modular Type Accessories mounted with PVC /

metallic/Wooden box, single mounting base frame covered with textured / metallic/white

36.00 front plate , modules erected with necessary connections as per site situation directed by 16.00 Ea 82.82

Engineer In charge.

(3) 6/16Amp. Universal socket

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

37.00 copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of 64.00 mtr 82.82

following size (a) with medium class Rigid PVC pipe and accessories (c) 3 wire 1.5 sq. mm

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

38.00 copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of 64.00 mtr 102.01

following size (a) with medium class Rigid PVC pipe and accessories (d) 3 wire 2.5 sq. mm

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 in / on wall / ceiling with

39.00 sq. mm copper conductor FRLS PVC insulated stranded wire of green colour for earth 40.00 mtr 325.22

continuity of following size (A) with medium class Rigid PVC pipe and accessories (f) 3 wire

10 sq. mm (use earth wire of 4 sq.mm )

Providing & Erecting following Shockproof tissino type accessories erected on 3 mm thick

40.00 PC (Polycarbonate) sheet in PVC/ Metal Box. erected on wall/ ceiling. (8) Bakelite lamp 24.00 Ea 22.22

providing and erecting Approved make RCCBs conforming to IS: 12640 and having

sensitivity of 30 mA and Short Circuit withstand capacity of 10 KA and suitable for

41.00 operation on single phase 240 V,50Hz. having characteristic of quick action & tripping with 8.00 Ea 2235.13

all advance feature & do not incorporate any electronic component. for following Max.

rating erected as directed

(ii) 40Amps. DP Cat. III

Miniature circuit breaker single pole 6A to 32A suitable to operate on 240 V A.C. system

42.00 and having breaking capacity 10 KA to be erected in existing box. confirming to IS 8.00 Ea 112.11

8828/1996 with ISI Mark cat III

Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C Curve) having

43.00 10KA breaking capacity & confirms to IS :8828 in existing box having following capacity 8.00 Ea 737.30

(c)63 Amp cat III

Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface

mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 &

3, IEC 61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be

44.00 used of same company of MCB to be used) suitable for 8.00 Ea 885.77

(A) single phase incoming and horizontal single phase outgoing

(b) sheet steel double door (IP-43)

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED CHAUPATI DEVELOPMENT PROJECT (PHASE-I) AT PORBANDAR, PORBANDAR MUNICIPAL CORPORATION

SUPPLYING AND ERECTION OF LED LIGHT WITH POLE AND ELECTRIFICATION WORK AT CHAUPATI, PORBANDAR MUNICIPAL CORPORATION.

Sr. No. Description Qty Unit Rate Amount

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

45.00 cover.(approved make OEM has to submit test certificate) & having back filling compound 8.00 Ea 4591.46

of (B) Inner chemical (CCM Compound)- Resistivity:- 0.2 meter testing as per IEC 62561-

2017, Voltage drop:- < 1 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

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 die cast powder coated and high U.V. &

corrosion resistance with diffuser with company mark/name 160V to 270V, Power Factor

more than 0.9, THD < 15%,

CCT 3000 K to 6500K,

46.00 Luminaire efficacy> 85 lumens/watt ,LED 16.00 Ea 373.70

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.)

(A) Tube Light with integral driver

(iv) 22-24 Watts, Surge - 2KV,IP-20, conventional 4 feet

Total Amount Rs.

Total Amount Rs.

Consulting Civil Engineer City Engineer

Dharmesh Deshani OPC Pvt Ltd Porbandar Municipal Corporation

Ahmedabad Porbandar