BID DOCUMENTS FOR PROPOSED NON-VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION, PORBANDAR.

Total Amount Rs:-

Say Total Amount Rs:-

Item No. Item Description Quantity Unit Rate Amount

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

1.00 including watering , ramming and consolidation etc complete. lead upto 10.00 km 1427.60 Cum 458.05

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

2.00 work including ramming the excavated stuff and despositing on the road side slope as 63.80 Cum 114.44

directed up to 50 mt. lead.

Providing & laying spreading and compacting WBM Grade - II of B.T.M.C. metal 25mm to

90mm size (hand brocken) 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.

Providing and laying cement concrete 1:3:6 (1- Cement : 3- coarse sand : 6- hand broken

4.00 stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork 63.80 Cum 3118.07

in (A) Foundation and Plinth

Providing and laying controlled cement concrete M.250 and curing complete excluding

5.00 the cost of formwork and reinforcement for reinforced concrete work in (A) 127.60 Cum 4429.65

Foundations, footings, Base of columns and Mass concrete.

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 equipments 7 material & Machinery,

such as running screed vibrator on 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.

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 reseNoirslstructures only

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.

Road marking with hot applied thermoplastic paints with reflectorising glass beads on

bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm

thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is

excluding of surface applied glass beds as per IRC:35-2015. The finished surface to be

level, uniform and free from streaks and holes. zebra patta /bump patta lane/center

8.00 line/ edge line/cut patta. The white color marking should provide liminance coefficinet 78.30 Sqmt. 367.72

on cemend road shalll be min 130 cd/m2/lux and Asphalt road shall be min

Mmcd/m2/lux during the service life during the day time. The marking should meet the

performance criteria for night time reflectivity, wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should

Supplying and fixing cat eye made out from Acrilo beautile sterine injuction high

compressed molding with reflector made of MMC (prismatic type of size 12cm x 6cm x

2.5cm) provided with bituminous adhesive 100g. with each unit for fixing. (High Intensity

Providing and fixing 2mm Aluminium / 4mmACP sheeting fixed with Type-4 Class-B High

10.00 Intensity Grade Sheeting as per IRC 67 : 2012 reflective sheeting of size including 19.20 Sqmt. 3994.63

lettering and signs as applicable as per directed by engineer in charge

Total Amounts Rs...………........

Total Amounts 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 NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION, PORBANDAR.

CONSTRUCTION OF COMPOUND WALL AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity Unit Rate Amount

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

disposal of unserviceable materials with all lead and lift. (i) In Lime Mortar.

Removing and scraping of old deteriorated plaster of any thickness fromm wall / R.C.C member

2.00 including stacking of serviceable material and disposal of unserviceable from site of work with all 504.00 Sq.M. 20.84

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

3.00 and disposing of the excavated stuff with all Lead. 289.23 Cu.M. 128.79

Loose or Soft Soil.

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

aggregates 40mm nominal size) and curing complete excluding cost of formwork in

(A) Foundation & Plinth

Providing and laying cement concrete M250 and curing complete including the cost of formwork

5.00 and reinforcement for reinforced concrete work in 32.26 Cu.M. 4681.63

( A ) Foundation, footing, Base of Columns and mass concrete

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

6.00 formwork and reinforcement for reinforced concrete work in 24.30 Cu.M. 7905.39

Providing and laying cement concrete M250 and curing complete including the cost of formwork

7.00 and reinforcement for reinforced concrete work in 26.56 Cu.M. 7090.40

( c ) Lintel ,Beams, upto two floor level.

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

8.00 cement Mortar 1:5 (1-Cement :5- course sand) including packing the joints etc. complete. 106.74 Cu.M. 6550.93

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

9.00 layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering. 289.23 Cu.M. 137.48

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 reseNoirslstructures only including ift up to

10.00 meter height or depth below G.L. for all diameters --CRS steel all diameter Fe 500grade confirming 10.27 MT 79362.77

to relevant I.S.

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

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

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

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 approved

quality Galvanised mild steel sections including cutting, bending, drilling, welding, 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 80 microns (approximately

GSM). as per directed by engineer in charge.

Painting Three coats ( including One Coat priming coat & Two Coat enamal Paint) on new steel

and other metal surface with snthetic enamel paint ,brushing to give an even shade including

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

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 dropping and

14.00 other foreign matter and sand papered smooth. 1529.71 Sq.M. 98.35

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

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION, PORBANDAR.

CONSTRUCTION OF COMPOUND WALL AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Providing and fixing 0.75 Metre high fencing with "Y" shape G.I. Angle (zinc coating thickness of

microns) posts 40mm x 40 mm x6 mm and oil painting 3 coats fixed at 2 Mt,C/c. with galvanised

15.00 steel barbed wire weighting 9.38 Kg. per 100 Metre, strained and fixed to existing wall as per 250.00 R.M. 565.80

directed by engineer in charge.

Total Amounts Rs...………........

Total Amounts 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 NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION,

CONSTRUCTION OF DIFFERENT FLOORING WORK AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity Unit Rate Amount

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

1.00 including removing the excavated stuff and depositing on the road side slope as directed 463.20 Cu.M. 114.44

Engineer In-charge upto all Lead.

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

stone aggregates 40mm nominal size) and curing complete excluding cost of formwork in

2.00 (A) Foundation & Plinth 310.92 Cu.M. 3118.08

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

of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 laid over and jointed with grey

3.00 cement slurry including rubbing and polishing etc. complete. (B) 30 mm thick 342.20 Sq.M. 1383.74

Providing & Fixing Precast Rubber Dye/ Steel dye Interlocking Concrete Blocks 60 mm thick

with grade of concrete M30 pnumetic compressed/ vibrated by mechanically pressed and as

per approved design confirming to IS 15658:2006 including 35 mm sand layer for leveling

and filling the joint with sand in proper line and level as per guidelines of IRC: SP 63-2018 etc.

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm

length,30cm height and 15cm thick of M250 grade concret as per approved design and

5.00 including excavation for fixing in proper line and level,filling the joint with C:M 1:3 1176.00 R.M. 374.92

(1cement:3fine sand) etc complete.

Providing and laying River polished Granite slab flooring over 20mm (Average) thick base of

6.00 cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 laid over and jointed with grey 328.35 Sq.M. 3320.24

cement slurry including rubbing and polishing etc. complete.

7.00 Labour Charges half round edge for Granite 324.50 R.M. 85.85

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

of useful materials and disposing of the excavated stuff upto 50 Meter Lead.

Loose or Soft Soil.

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

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

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

10.00 brick walls for interior plastering upto floor two level and finished even and smooth in (i) 166.40 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

dropping and other foreign matter and sand papered smooth.

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

Total Amounts Rs...………........

Total Amounts 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 NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION,

CONSTRUCTION OF FOOD COURT SHED AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity Unit Rate Amount

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

1.00 of useful materials and disposing of the excavated stuff upto 50 Meter Lead. 121.50 Cu.M. 128.79

Loose or Soft Soil.

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

2.00 layer not exceeding 20cm in depth consolidating each disposited layer by ramming and 121.50 Cu.M. 137.48

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

stone aggregates 40mm nominal size) and curing complete excluding cost of formwork in

(A) Foundation & Plinth

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

cost of formwork but excluding reinforcement for reinforced concrete work in

4.00 Foundation, footing, Base of Columns and mass concrete 25.92 Cu.M. 4681.63

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

5.00 cost of formwork but excluding reinforcement for reinforced concrete work in Column, upto 7.78 Cu.M. 7905.40

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 reseNoirslstructures only including

6.00 ift up to 6 meter height or depth below G.L. for all diameters --CRS steel all diameter Fe 2.57 MT 79362.77

500grade confirming to relevant I.S.

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

approved quality Galvanised mild steel sections including cutting, bending, drilling, welding,

7.00 grinding, and shaping complete. including hot dip galvanised in accordance with IS:2629 / 17184.00 Kg. 165.33

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.

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

8.00 Make - Imported Sioen, Sattler, Ferrari etc. 260.00 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

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

9.00 snthetic enamel paint ,brushing to give an even shade including cleaning surface of all dirt, 692.70 Sq.M. 107.31

dust and other foreign matter.

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

Total Amounts Rs...………........

Total Amounts 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 NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION,

CONSTRUCTION OF STALL AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity Unit Rate Amount

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

1.00 of useful materials and disposing of the excavated stuff upto 50 Meter Lead. 145.98 Cu.M. 128.79

Loose or Soft Soil.

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

2.00 layer not exceeding 20cm in depth consolidating each disposited layer by ramming and 145.98 Cu.M. 137.48

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

stone aggregates 40mm nominal size) and curing complete excluding cost of formwork in

3.00 (A) Foundation & Plinth 15.48 Cu.M. 3118.08

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

4.00 cost of formwork but excluding reinforcement for reinforced concrete work in 25.20 Cu.M. 4681.63

Foundation, footing, Base of Columns and mass concrete

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

5.00 cost of formwork but excluding reinforcement for reinforced concrete work in Column, upto 12.10 Cu.M. 7905.40

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 reseNoirslstructures only including

6.00 ift up to 6 meter height or depth below G.L. for all diameters --CRS steel all diameter Fe 3.31 MT 79362.77

500grade confirming to relevant I.S.

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

approved quality Galvanised mild steel sections including cutting, bending, drilling, welding,

7.00 grinding, and shaping complete. including hot dip galvanised in accordance with IS:2629 / 15876.00 Kg 165.33

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 L

Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. limpet washer or G.I. limpet

8.00 washer. filled with white lead complete excluding the cost of purlins, Rafters and Trusses.(1) 810.00 Sq.M. 734.19

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

mounted on specially designed pipe shaft with bracket plates, guide channels and

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

10.00 snthetic enamel paint ,brushing to give an even shade including cleaning surface of all dirt, 1033.92 Sq.M. 107.31

dust and other foreign matter.

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 box, single mounting

11.00 base frame covered with textured/metallic/white front plate modules erected on / in wall / 54.00 pts 449.45

ceiling as per pipe erected, with necessary Lamp holder/ceiling rose / H.D.Connector as

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

complete Cat. III

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION,

CONSTRUCTION OF STALL AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity 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 front plate

modules erected with necessary connections as per site situation directed by Engineer In

(2) 16 Amp. SP one way switch

Providing following type of Modular Type Accessories mounted with PVC / metallic/Wooden

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

modules erected with necessary connections as per site situation directed by Engineer In

(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

14.00 copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of 144.00 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

15.00 copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of 144.00 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

16.00 sq. mm copper conductor FRLS PVC insulated stranded wire of green colour for earth 90.00 mtr 325.22

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

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

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

17.00 (Polycarbonate) sheet in PVC/ Metal Box. erected on wall/ ceiling. (8) Bakelite lamp holder 54.00 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 operation on single

phase 240 V,50Hz. having characteristic of quick action & tripping with all advance feature &

18.00 do not incorporate any electronic component. for following Max. rating erected as directed 18.00 Ea 2235.13

(ii) 40Amps. DP Cat. III

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

19.00 having breaking capacity 10 KA to be erected in existing box. confirming to IS 8828/1996 18.00 Ea 112.11

with ISI Mark cat III

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

20.00 10KA breaking capacity & confirms to IS :8828 in existing box having following capacity (c)63 18.00 Ea 737.30

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 &

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

same company of MCB to be used) suitable for

(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 NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION,

CONSTRUCTION OF STALL AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity 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

cover.(approved make OEM has to submit test certificate) & having back filling compound of

22.00 (B) Inner chemical (CCM Compound)- Resistivity:- 0.2 / meter testing as per IEC 62561- 18.00 Ea 4591.46

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

Back filling compound - 1 Nos Bag of 15 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 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,

23.00 Luminaire efficacy> 85 lumens/watt ,LED 36.00 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 Amounts Rs...………........

Total Amounts 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 NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION,

CONSTRUCTION OF SWD LINE AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity Unit Rate Amount

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

1.00 materials and disposing of the excavated stuff upto 50 Meter Lead. 346.56 Cu.M. 128.79

Loose or Soft Soil.

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 concrete 1:2:4 mix (1-Cement, 2-Coarse Sand, 4-graded stone aggregate 20mm

nominal size) finished smooth comlete including curing and festing (i) Inside size 900 mm x

2.00 1200 mm and 1.5 m. deep including precast RCC M.200 Frame & cover (For SWD jali) 12.00 Nos 20525.62

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

(2) B type depth 1.50 Metre for 150mm diameter sewer

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

3.00 C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal 160.00 R.M 659.99

daimeters.(v) 300 mm dia.

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

in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and

Total Amounts Rs...………........

Total Amounts 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 NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION, PORBANDAR.

CONSTRUCTION OF 1.00 & 0.50 LACS LITER UNDERGROUND SUMP (RECTANGULAR) AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity Unit Rate Amount

RCC GSR: Preparing structural design of RCC Under Ground/ Partially under ground above high ground level

Reservoir of required capacity as per relevant 1.5. standards and constructing the same, including excavation

in all types of soil strate (including rack) including shoring strutting if required, for loose soil to protect from

collapse, casting 100 mm thick P.CC. levelling course in M 15. Refilling the pit with proper soil and disposing of

the surplus stuff at all lead. Including cement plaster in CM 1:2 with approved water proofing compound to all

over inside container (ie walls, base, top slab/dome bottom etc. all), Including all types of labour and material

charges of lowering, laying, erecting/hosting and jointing of pipe assembly to inlet, outlet overflow washout

and bye pass arrangement as per hydraulic design. Providing and fixing accessories, Ci Manhole frame and

cover water level indicator, adequate cowl type ventilators or lantern type ventilator with stainless steel jail

RCC chambers for valves. Providing and applying three coats of cement paint/snowcem to the out side face of

structure. It also includes satisfactory water tightness test as per relevant 1.5. code and painting name of

scheme and capacity on the tank as per direction of engineer in charge.

'List of Indian Standards for Design of GSR/SUMP:-

The structural design of GSR shall be in accordance with provisions relevant 1 S standards

(1) S. 3370 part 1 & 11 2009 or its latest revision

(1.1) I.S. 3370 part II & IV 1965 or Its latest revision

(2) I.S. 456-2000 or its latest revision

(3) I.S. 1893-2000-1984 or its latest revision.

(4) I.S. 875, Part-1 to 3, 1987 or its latest revision.

General Specifications:-

(1) Water depth in container shall be adopted as par data of tender. Capacity shall be calculated excluding free

board of the reservoir. If water depth is not specified, the suitable water depth/acceptable to field engineer in

accordance with hydraulic

(2) Snape of container (in plan) specified by in data shall be adopted in absence circular shape shall be

(3) Size shall be fixed as per availability of space (land area) at site/acceptable engineer in charge (4) Effect of

overlapping of pressure bulbs on soil due nearby structure and proposed sump should be considered.

(4) Effect of overlapping of pressure bulbs on soil due nearby structure and proposed sump should be

(5) Care shall be taken that no damage should occur to nearby existing structure. Compensation shall be paid

for the same by agency.

(6) The minimum concrete grade for RCC shall be M-30

(7) HYSD Fe 415/500 grade reinforcing bars confirming to IS 1786/1139 shall be considered in design. CRS/TMT

bars shall be provided. In saline atmosphere corrosion resistance stainless steel/HCR rebar shall be provided.

Any other steel can be used with approval of CE/ in situation of non-availability in market without extra cost.

(8) Minimum size (or thickness) of various components shall be provided as per tender criteria/specifications

in absence as per 1.S. Std. practice of G.W.S.S.B. Minimum dimensions specified for various components in

tender data/specifications shall be provided without fail. The safe bearing capacity (SBC) shall be referred

from SBC test report. In absence of report it shall be referred from data

(9) sheet. If poor soil is found / water table is met with during excavation SBC shall be scientifically ascertained

and design shall be revise. No extra shall be paid for increase in quantity.

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION, PORBANDAR.

CONSTRUCTION OF 1.00 & 0.50 LACS LITER UNDERGROUND SUMP (RECTANGULAR) AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity Unit Rate Amount

(10) Di pipes and special shall only be used if type is not specified in tender

(11) The rate shall include cost of dewatering during excavation making all arrangement when water table

meets within depth,

(12 ) The structure shall be designed properly to resist uplift due to ground water table specified in data or

actual ground water table meets with during excavation. If GWT/Uplift is mentioned in tender and during

excavation it dose not meet 7.5% rate shall be reduced

(13) SS pipes ralling shall be provided over sump perifery when sump height is >= 1.5 meter above ground

(14.a) RCC staircase/RCC Steps should be provided from GL to sump top sisb based on the height of the GSR

above/below the ground

(14.b) RCC stair case with SS railing to be provided inside reservoir container. BB Masonry stair cabin with MS

safaty door having locking arrangement to be provided for GSR, Sump and HGLR of capacity more than

lakhs liter with top slab. If dome is constructed as top slab then provide minimum opening of 900 mm x

mm with curbing and SS ralling around.

(15) Appearance of structure should be aesthetically good looking acceptable to authority.

16) Any change in size, shape, depth below GL. height above GL, water depth, F. B., size of member etc can be

permitted in ( exceptional case due to site condition or hydraulic design requirement by CE. No extra shall be

paid for change.

(17) Any change in data, dimensions, shape, water depth, reduction in size if permitted by competent

authority and if it reduces 'quantity then payment shall be reduced prorate

(18) When capacity of GSR / Sump is 20 lakh litres two or suitable compartments acceptable to executive

engineer shall be designed and provided.

(19) Agency shall engage qualified (at least graduate) consulting engineer for designing the structure and

he/she shall visit the site for guidance of work.

(20) 75% part rate shall be payable for concrete, reinforcement and plastering items of container until

satisfactory hydraulic testing for water tightness is performed as per tender condition. Till the work shall be

treated as incomplete

1.00 Above conditions/general specifications Sr. No. 1 to 20 are part and parcel of tender (contact) and prevail over 1.00 Nos 531201.43

other provisions in tender

As Above Rectangular Sump without water table (Sub soil water level below foundation)

Capacity of GSR/Sump : 100000 litre capacity

2.00 Capacity of GSR/Sump : 50000 litre capacity 1.00 Nos 324807.54

Total Amounts Rs...………........

Total Amounts 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 NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION, PORBANDAR.

CONSTRUCTION OF TOILET BLOCK & PLUMBING WORK AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity Unit Rate Amount

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

1.00 useful materials and disposing of the excavated stuff upto 50 Meter Lead. 120.88 Cu.M. 128.79

Loose or Soft Soil.

Excavation for foundation 1.5M to 3.0M depth including dewatering & sorting out and stacking

of useful materials and disposing of the excavated stuff upto 50 Meter Lead.

Loose or Soft Soil.

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

3.00 layer not exceeding 20cm in depth consolidating each disposited layer by ramming and 164.22 Cu.M. 137.48

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

4.00 watering , ramming and consolidation etc complete. 36.06 Cu.M. 458.05

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

aggregates 40mm nominal size) and curing complete excluding cost of formwork in

(A) Foundation & Plinth

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

6.00 of formwork but excluding reinforcement for reinforced concrete work in 22.79 Cu.M. 4681.63

Foundation, footing, Base of Columns and mass concrete

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

7.00 of formwork but excluding reinforcement for reinforced concrete work in Column, upto two 3.87 Cu.M. 7905.40

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

8.00 of formwork but excluding reinforcement for reinforced concrete work in 14.17 Cu.M. 7090.41

Beams upto two floor level.

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

9.00 of formwork but excluding reinforcement for reinforced concrete work in 18.63 Cu.M. 6604.04

Shelves, Lintel, slab, landing upto two floor level.

providing and mixing water proofing material in cement in mix proportion recommended by the

10.00 manufacturers. 114.96 Lit 49.16

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

11.00 cement Mortar 1:5 (1-Cement :5- course sand) including packing the joints etc. complete. 52.97 Cu.M. 6550.93

White Stone Bela mesonry work in partition walls upto 15 cm thickness in cement Mortar 1:4 (

12.00 1- Cement : 4- course sand) 40.05 Sq.mt. 688.69

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 reseNoirslstructures only including ift

13.00 up to 6 meter height or depth below G.L. for all diameters --CRS steel all diameter Fe 500grade 5.47 MT 79362.77

confirming to relevant I.S.

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

14.00 walls for interior plastering upto floor two level and finished even and smooth in (i) Cement 292.73 Sq.M. 188.98

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

Providing 20mm thick sand faced cement plaster on walls upto height 10mt. Above ground level

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

cost of C.M.1 :1 ( 1-Cement : 1-Sand) etc. complete.

16.00 Providing throating or plaster drip and moulding ao R.C.C. Chhajja 29.80 R.M. 45.10

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION, PORBANDAR.

CONSTRUCTION OF TOILET BLOCK & PLUMBING WORK AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity Unit Rate Amount

Providing and laying broken chine mosaic flooring for terrace using 12 mm to 20 mm broken

pieces of glazed tiles to be laid over cement mortar 1:3 to plain or slope and to be tempered to

17.00 bring mortar creme out upto surface using white cement including rounding off junctions and 49.74 Sq.M. 779.70

extending them upto 15 cm along the wall,clearing with water and oxalic acid etc. as directed.

Providing and laying 24" x 24" Vitrified 8mm thick tiles flooring over 20mm (Average) base of

Cement Mortar 1:6 (1-cement : 6-coarse sand) on new surface or fixing on existing flooring by

18.00 sdhesive materials including dismentalling of existing flooring and jointed with colour cement 244.20 Sq.M. 1472.92

slurry including finished with flush pointing & cleaning the surface etc. complete for Light

Providing and laying coloured glazed tiles of thesize 300 mm x 200 mm x 8 mm / 300 mm x

19.00 450mm x 8 mm in skirting, risers of steps and dedoon 10 mm. thick cement plaster 1:3 (1 57.30 Sq.M. 1559.10

cement :3 coarse sand) & jointed with white cement slurry.

providing and laying Granite slab flooring or dedo over 20 mm base of cement mortar 1:6 (1

cement :6 coarse sand ) or L.M. 1:1.5 laid & jointed with gray cement slurry including rubbing

and polishing complete.

21.00 Labour Charges For Half Round edge for Granite 102.05 R.M. 85.85

Providing cement vata ( 10cm x 10cm size ) quarter round in cement mortar 1:1 including neat

22.00 cement finishing watering etc. complete. 29.80 R.M. 24.29

Provoding and fixing flush door shutters, solid core construction with frame of first class

hardwood with cross board and face veneer or plywood face panels, including anodised

alluminium butt hinges with necessary screws. (B) Non-decorative type and block board core

23.00 anodised alluminium butt hinges in flush door shutters (2) 35 mm thick. 6.30 Sq.M. 2753.57

Extra for using bright finished M.S. piano hinges of (A) Nickel plated piano hinges.

Providing and fixing FRP FRAME size 100 x 50 mm and 28 mm thick FRP degree panel shutters

having extra reinforcement on sides and edges and in gel coat finish. The core of the shutter is

to be filled up with injected fire retardant grade polyurethane form done in situ along with

24.00 embedded wooden pices for stiffening and also for taking hingies and fixtures. The whole FRP 9.45 Sq.M. 2377.77

frame and shutter is to be water proof, weather proof, terminte proof and resistance to mild

acid/alkali, rates are to be inclusive of S.S> hinges with necessary screws and alluminium

fixtures and fastning product should have 3 years performance guarantee and company have

ISO 9001-2000 certificte.

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 approved

quality Galvanised mild steel sections including cutting, bending, drilling, welding, grinding, and

25.00 shaping complete. including hot dip galvanised in accordance with IS:2629 / IS:4759 or latest 240.00 Kg. 165.33

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 surface with snthetic

26.00 enamel paint ,brushing to give an even shade including cleaning surface of all dirt, dust and 12.00 Sq.M. 107.31

other foreign matter.

Applying two coats of putty & two coats of primer of approved brand and manufacture on new

27.00 wall surface to give an even shade including thoroughly brushing the surface free from mortar 292.73 Sq.M. 40.60

dropping and other foreign matter and sand papered smooth.

Wall Painting (Two coats) with plastic emulsion paint of approved brand & manufacture on

28.00 under coated wall surface to give an even shade including throughly brushing the surface free 292.73 Sq.M. 88.39

from mortar dropping and other foreign matter and sand papered smooth.

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION, PORBANDAR.

CONSTRUCTION OF TOILET BLOCK & PLUMBING WORK AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity Unit Rate Amount

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 dropping

and other foreign matter and sand papered smooth. Extra over Item 51 for every subsequent

coat of water proofing cement paint of approved brand and manufacture.

Providing and fixing extruded aluminum window, door or partition having extruded aluminum

Colour anodized section frame main outer size 127mm x 38.10mm x 1.35mm (of Jindal Section

no:2443,@ Wt.1.384 Kg/mt), horizontal Four track member size 122.20mm x 31.75mm x

1.10mm (of Jindal Section no:8787,@ Wt. 1.205 Kg/mt),vertical member of size 122.20mm x

31.75mm x 1.50mm (of Jindal Section no:8935,@ Wt. 1.398 Kg/mt) with sliding shutters of

30.00 horizontal member size 40mm x 18mm x 1.29mm (of Jindal Section no:8949 @ wt.of 3.00 Sq.M. 2140.34

0.456Kg/mt),vertical member of size 40mm x 18mm x 1.29mm (of Jindal Section no:8947 @

wt.of 0.456Kg/mt/Section 8948,@ Wt. 0.457 Kg/mt) with 5 mm thick transparent bronze colour

tinted float glass with powder coated aluminum fittings and fixtures and transparent silicon

sealant glass fixing to frame as per details etc complete for window.

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 on

31.00 the wall with the help of clamp at every two meter C/C or shall be concealed as directed 90.00 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 erecting and fixing double coated ISI water tank of required capacity each with all

32.00 necessary fittings and connection etc. complete on terrace 3000.00 Lit 3.95

Providing and fixing Ball Cock of Approved Quality as Directed

33.00 ( 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 on

the wall with the help of clamp at every two meter C/C or shall be concealed as directed

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 on

35.00 the wall with the help of clamp at every two meter C/C or shall be concealed as directed 275.00 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 laying and jointing in true line and level 35 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 on

36.00 the wall with the help of clamp at every two meter C/C or shall be concealed as directed 40.00 R.M. 119.15

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 Urinal of approved quality including connection with trap and with integral

37.00 longitudinal flush pipe.(A) Squating plate pattern white earthenware 550mm x 300mm. 1.00 No. 1706.08

Providing and fixing wsh down water closet (European type, W.C. Pan) with integral P or S trap

including jointing the trap with soil pipe in Cement Mortar 1:1 (1-Cement : 1- fine sand) (Seal

and cover to be measured and paid for separately)(A) vitreous China Pattern :(i) in white colour

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

39.00 white including cutting holes and making good thesame but excluding fittings. (A) vitreous china 5.00 No. 1657.09

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

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION, PORBANDAR.

CONSTRUCTION OF TOILET BLOCK & PLUMBING WORK AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity Unit Rate Amount

Providing and fixing Urinal or approved quality including conecting the Urinal with waste pipe

40.00 tap etc. complete.(A) White earthenware flat back or corner type size 430mm x 260mm x 4.00 No. 1074.86

Providing and fixing screw down bib taps of following size.Brass screw down bib tap polished

42.00 Providing and fixing Flush valve incl. fixing in pipe line etc. complete 7.00 No. 1111.00

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

43.00 back nuts. 15 mm Dia. 5.00 No. 308.73

Providing and fixing Brass screw down stop tap/ Angle tap (A) 15 mm dia.

Providing and fixing Brass screw down stop tap

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

46.00 following nomonal diameter of self cleansing design with C.I. scread down or hinged grating 12.00 No. 601.94

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

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

Providing and fixing in position cowel vent to pipes.

Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and water tight C.I.

50.00 cover with frame of 300mm x 300mm size (inside) with standard weight.(i) Square mouth 6.00 Nos 1246.92

traps.(B) 150mm x 100mm size P or R type

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

51.00 450mm C.I. horizontal grating wih frame 6.00 Nos 2017.20

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 150C

within a hour, The water cooler should be comprising of hermetically sealed 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 filter suitable

buster DC pump capacity 80 psi, mention with 40 psi inline type post carbon 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 with 30 Ltr.

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 box, single mounting base

54.00 frame covered with textured/metallic/white front plate modules erected on / in wall / ceiling 26.00 pts 449.45

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 complete

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION, PORBANDAR.

CONSTRUCTION OF TOILET BLOCK & PLUMBING WORK AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity 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 front plate , modules

erected with necessary connections as per site situation directed by Engineer In charge.

(2) 16 Amp. SP one way switch

Providing following type of Modular Type Accessories mounted with PVC / metallic/Wooden

box, single mounting base frame covered with textured / metallic/white front plate , modules

erected with necessary connections as per site situation directed by 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

57.00 copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of 30.00 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

58.00 copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of 30.00 mtr 102.01

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

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

59.00 (Polycarbonate) sheet in PVC/ Metal Box. erected on wall/ ceiling. (8) Bakelite lamp holder 16.00 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 operation on single phase

240 V,50Hz. having characteristic of quick action & tripping with all advance feature & do not

60.00 incorporate any electronic component. for following Max. rating erected as directed 1.00 Ea 2235.13

(ii) 40Amps. DP Cat. III

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

61.00 having breaking capacity 10 KA to be erected in existing box. confirming to IS 8828/1996 with 3.00 Ea 112.11

ISI Mark cat III

Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C Curve) having 10KA

breaking capacity & confirms to IS :8828 in existing box having following capacity (c)63 Amp

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 used of same

63.00 company of MCB to be used) suitable for 1.00 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 NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION, PORBANDAR.

CONSTRUCTION OF TOILET BLOCK & PLUMBING WORK AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity 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 cover.(approved make

OEM has to submit test certificate) & having back filling compound of (B) Inner chemical (CCM

64.00 Compound)- Resistivity:- 0.2 / meter testing as per IEC 62561-2017, Voltage drop:- < 1 volt at 1.00 Ea 4591.46

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.

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION, PORBANDAR.

CONSTRUCTION OF TOILET BLOCK & PLUMBING WORK AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity 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 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,

CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt ,LED

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 Amounts Rs...………........

Total Amounts 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 NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION,

CONSTRUCTION OF SEPTIC TANK AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity Unit Rate Amount

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

1.00 materials and disposing of the excavated stuff upto all Lead. 94.79 Cu.M. 212.52

Loose or Soft Soil.

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of

2.00 useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum 94.79 Cu.M. 498.93

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

stone aggregates 40mm nominal size) and curing complete excluding cost of formwork in

3.00 (A) Foundation & Plinth 9.48 Cu.M. 3118.07

Providing and laying cement concrete M250 and curing complete excluding the cost of

4.00 formwork and reinforcement for reinforced concrete work in 7.42 Cu.M. 4681.63

( A ) Foundation, footing, Base of Columns and mass concrete

Providing and laying cement concrete M250 and curing complete including the cost of

5.00 formwork but exlcuding cost of reinforcement for reinforced concrete work in 13.87 Cu.M. 6291.23

( c ) Shelves, Lintel ,Beams, slab, landing upto two floor level.

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

6.00 cement Mortar 1:5 (1-Cement :5- course sand) including packing the joints etc. complete. 34.96 Cu.M. 6550.93

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

7.00 in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and 94.79 Cu.M. 137.47

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 reseNoirslstructures only including

8.00 ift up to 6 meter height or depth below G.L. for all diameters --CRS steel all diameter Fe 2.20 MT 79362.77

500grade confirming to relevant I.S.

Providing 15mm thick cement plaster in single coat in brick/concrete wall for interior

9.00 plastering upto floor two level and finished even and smooth in 162.66 Sq.M. 188.98

(I) Cement Mortar 1:3 ( 1-Cement : 3-Sand)

Providing cement vata ( 10cm x 10cm size ) quarter round in cement mortar 1:1 including

10.00 neat cement finishing watering etc. complete. 51.52 R.M. 24.28

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

11.00 stone aggregate 20mm nominal size) laid in one layer and finished with a floating coat of 33.86 Sq.M. 355.22

neat cement. (B) 50mm thick.

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

approved quality Galvanised mild steel sections including cutting, bending, drilling, welding,

12.00 grinding, and shaping complete. including hot dip galvanised in accordance with IS:2629 / 78.75 Kg. 165.33

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 and fixing in position cowel vent to pipes.

14.00 C.I. Cover of size 600 mm x 850 mm 3.00 No. 3681.37

Supplying of crushed black stone metalchipping etc. of hard stone of following nominal size

free of disintegrated piecesdeletarious and organic matter ( forBitumen surface dressing etc.

15.00 ) andgrading as per I.R.C. Code. 17.25 Cu.M. 463.87

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION,

CONSTRUCTION OF SEPTIC TANK AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity Unit Rate Amount

Supplying of crushed stone aggregates, chippings etc. of hard stone of following nominal size

16.00 free of disintegrated pieces deletarious and oraganic mater (for Bitumen surface dressing 17.25 Cu.M. 617.44

etc.) and grading as per I.R.C. Code.(vi) 10mm

17.00 Supplying of coarse clean sharp sand at site. 17.25 Cu.M. 310.30

Constructing Manhole with R.C.C. 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-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:3 (1-

Cement : 3-coarse sand) finished with a floating coat of neat cement and making channels in

cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal

18.00 size) finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm 2.00 Nos. 19349.64

and 1.5M. deep including RCC Heavy Duty Screen cover with frame size 560mm diameter

total weight of cover and frame to be not less than 128 kgs. (A) With 230mm thick walls of

brick msonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement

Mortar 1:5 (1- Cement: 5-Coarse sand) (2) B type depth 1.50 Metre for 150mm diameter

(B) Providing sock pit of 5.00 Cu.M. Volume including

excavating and filling brickbats with dry masonry work at top for 45cm. height including

19.00 covering the top with stone including providing vatas in C.M. 1:3 with finishing curing etc. 6.00 Each 3516.51

complete as directed.

Total Amounts Rs...………........

Total Amounts 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 NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION,

SUPPLYING AND ERECTION OF LED LIGHT WITH POLE AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity Unit Rate Amount

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

pole should be as per IS specification with bracket. Basic steel tube should be ISI Marked.

Pole should be painted by one coat of Zinc comet Primer and 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>

2.00 lumens/watt . LED driver efficiency > 85 %. CREE / OSRAM / PHILIPS Lumileds / NICHIA / 35.00 Each 4819.72

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.

(b) 32-40W, Cat-lll

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

3.00 laying any size of cable or locating the fault all over the run and back filling the same and 330.00 R.Mt. 74.74

making the surface as normal ground.

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 )

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 (B)63mm outer dia

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

6.00 copper wires of following size to be erected as directed. 420.00 Mtr. 77.77

h) 2.50 Sq.mm 3 core round PVC sheathed

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:- < 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

Back filling compound - 1 Nos Bag of 15 Kg.

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION,

SUPPLYING AND ERECTION OF LED LIGHT WITH POLE AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity Unit Rate Amount

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 neutral

8.00 415V. having characteristic of quick action & tripping with all advance feature & do not 1.00 Each. 4314.72

incorporate any electronic component for following Max. rating erected as directed.

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

Providing M-20 / 1:2:4 cement concrete foundation & 70 % PCC from bottom including

excavation for the pole of size 60 x 60 x 120 cms. Deep in below ground level with plinth of

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

finishing in approved manner. ( for 7.5 & 8/8.5 mtr pole)

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

10.00 having 10 KA breaking capacity & confirms to IS : 8828 in existing box having following 82.00 Each 330.27

capacity (B) 40 Amp. Cat II

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

evenly crimped with high pressure tool & connected to switchgear terminals with

brass/cadmium plated nut bolts in an approved manner.

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

12.00 insulated armoured cable complete with out going tails, insulating tape etc for following size 140.00 Each 47.47

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

13.00 and keys in duplicate 35 x 35 x 5 mm M.S. Angle of Two Nos. one is welded and other with 1.00 Each 16691.26

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

95 cm long made from 40 X 40 X 6 mm thick MS angle.

14.00 Supplying and erecting bakelite sheet 8mm thick HYLAM make on existing angle iron frame. 0.60 Each 1541.26

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

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

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 Cat

[D] 4 pole 440V 40 Amp.

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION,

SUPPLYING AND ERECTION OF LED LIGHT WITH POLE AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item Description Quantity Unit Rate Amount

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

17.00 (Rated current / cross section area) duly wrapped with colour insulation tape for phase 1.50 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 connections.

(B) Suitable for 200 Amp. capacity

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

18.00 of suitable load and neutral link confirming to IS. 6.00 Each 2105.85

(a) 32 A Cat III

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

19.00 120 to 300 V,Power Factor more than 0.95, THD < 10 %, CCT 5000 K to 5700K, 12.00 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

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

20.00 arrangement consisting of suitable size of 4 Pole MCB and 4 pole contactor (cat-III)with 1.00 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 and erecting Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised

21.00 iron pipe with coupling and buch buried in specially prepared earth pit complete with 35.00 Each 368.65

necessary 8 SWG earth wire.

22.00 For using salt and charcoal / coke as required for pipe type earthing. 35.00 Each. 171.70

23.00 Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG. 35.00 Kg. 77.77

Total Amounts Rs...………........

Total Amounts 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 NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION, PORBANDAR.

SUPPLYING AND ERECTION OF HIGH MAST LED LIGHT POLE AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item No. Item Description Quantity Unit Rate Amount

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

1.00 laying any size of cable or locating the fault all over the run and back filling the same and 120.00 R.Mt. 74.74

making the surface as normal ground.

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) Lantern 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 16 mtr and above

(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

2.00 not more than 1400mm x 300mm with waterproof gasket & hinges & locking arrangement. 2.00 Nos. 141616.14

(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

(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 12 Mtr. TOP A/F 105 mm, BOTTOM A/F 360mm, No. of Sec. No. - 1, Bottom

Thickness - 3 mm, Size of Base Plate - Dia 520 mm x 20 mm thick, Foundation Bolt Size M24 x

850 mm, 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 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,

3.00 Uniformity ratio >0.45, Luminaire efficacy> 85 lumens/watt . LED driver efficiency > 85 %. 6.00 Nos. 8489.00

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

(d) 100 to 120 watts

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,

4.00 Uniformity ratio >0.45, Luminaire efficacy> 85 lumens/watt . LED driver efficiency > 85 %. 6.00 Nos. 10818.11

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

(d) 200 to 250 watts

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

5.00 copper wires of following size to be erected as directed. 108.00 R.Mt. 77.77

h) 2.50 Sq.mm 3 core round PVC sheathed

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION, PORBANDAR.

SUPPLYING AND ERECTION OF HIGH MAST LED LIGHT POLE AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item No. Item Description Quantity Unit Rate Amount

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-1) 3 1/2 core 35 Sq. mm ( 16 Sq. mm 1/2 core)

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

7.00 (B) Inner chemical (CCM Compound)- Resistivity:- 0.2 / meter testing as per IEC 62561- 1.00 Each. 4591.46

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

Back filling compound - 1 Nos Bag of 15 Kg.

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

insulated armoured cable complete with out going tails, insulating tape etc for following size

(b) 3x1/2 core 35/50 Sq. mm

Cast iron earth plate size 30 X 30 X 0.35 cms. buried in specially prepared 2.5 Mtr. deep earth

9.00 pit complete with necessary G.I. strip in G.I. pipe 2 Mtr. long with coupling and G.I. plug for 2.00 Each. 685.79

earthing of switch gear, conduit run or power plug etc.

ADD Extra for excavation in Hard rock by dry and wet blasting and chiselling for funnel type

earthing of above .

11.00 For using salt and charcoal / coke as required for pipe type earthing. 2.00 Each. 171.70

12.00 Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG. 4.00 Kg. 77.77

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 cms high bricks work finishing with plaster etc. hinged double door

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

13.00 and keys in duplicate 35 x 35 x 5 mm M.S. Angle of Two Nos. one is welded and other with 1.00 Each. 16691.26

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 Guage MS Sheet with angle iron legs

cms long made from 40 X 40 X 6 mm thick MS angle.

Supplying and erecting bakelite sheet 8mm thick HYLAM make on existing angle iron frame.

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

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

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 Cat

[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

(Rated current / cross section area) duly wrapped with colour insulation tape for phase

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

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

(B) Suitable for 200 Amp. capacity

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED NON VEG FOOD COURT NEAR BUS STAND AT PORBANDAR FOR PORBANDAR MUNICIPAL CORPORATION, PORBANDAR.

SUPPLYING AND ERECTION OF HIGH MAST LED LIGHT POLE AT FOOD COURT NEAR BUS STAND AT PORBANDAR.

Item No. Item Description Quantity Unit Rate Amount

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

18.00 of suitable load and neutral link confirming to IS. 3.00 Nos. 2105.85

(a) 32 A Cat III

Providing and fixing Terminal board of size 5.0 x 127 x 152.4 mm.bakelite sheet with 15 Amp.

kitkat pattern porcelain fuse unit with suitable brass studs with nuts, washers and clamps of

size 25mm x 3mm suitable for pole painted with one coat of red lead paint.

Providing and erecting cable clamp of 25 mm X 3 mm M.S. flat suitable for fixing 2 Nos.of

20.00 armoured cable with nuts and bolts. 2.00 Nos. 112.11

(c) for 140 mm dia. Pole

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

polyethylene(conforming to IS 14930 II )with necessary connecting accessories of same

21.00 material at required depth in existing trench for laying of cable. below ground / road 120.00 Rmt. 73.73

surface for enclosing cable

(B)63mm outer dia

Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised iron pipe with coupling

22.00 and buch buried in specially prepared earth pit complete with necessary 8 SWG earth wire. 2.00 Nos. 368.65

Supplying and erecting approved make Segment time switch suitable for 230V+10%16A.

floating contacts with 24 hour dial having15/30 min. segments with early manual override

switching for on & off without influencing the program sequence with quartz time switch

With power reserve, housed in fire proof thermoplastic enclosure & transparent cover

terminal covers erected as required wire necessary connection erected as directed.

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

evenly crimped with high pressure tool & connected to switchgear terminals with

brass/cadmium plated nut bolts in an approved manner.

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

evenly crimped with high pressure tool & connected to switchgear terminals with

brass/cadmium plated nut bolts in an approved manner.

Total Amounts Rs...………........

Total Amounts Rs...………........

Consulting Civil Engineer City engineer

Dharmesh Deshani (OPC) PVT.LTD. Porbandar Municipal Corporation

Ahmedabad Porbandar