PROPOSE PARKING SHED OPP. JASWANT MEHTA BHAVAN AT MAHUVA DIST- BHAVNAGAR ( 2nd Attempt )

NAME OF WORK: - PROPOSE PARKING SHED OPP. JASWANT MEHTA BHAVAN AT MAHUVA DIST-

BHAVNAGAR( 2nd Attempt )

SR. NO. DISCRIPTION AMOUNT

SCHEDULE PROPOSE PARKING SHED OPP. JASWANT MEHTA BHAVAN AT MAHUVA DIST-

B-1 BHAVNAGAR ( 2nd Attempt )

I/We am/are willing to carry out the work at % above/below percent (should be written in figures and words) of the tendered amount

mentioned above.

Tendered amount put to tender Rs.79,69,762.00 Tendered amount put to tender Rs.79,69,762.00

Deduct. % below Rs. Add.: % Above Rs.

President, Chief Officer

Signature of Contractor. Mahuva Nagarpalika Mahuva Nagarpalika

MAHUVA NAGARPALIKA

NAME OF WORK :- PROPOSE PARKING SHED OPP. JASWANT MEHTA BHAVAN AT MAHUVA DIST-

BHAVNAGAR ( 2nd Attempt )

Description Qty Unit Rate Amount

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

and stacking of useful materials and disposing of excavated stuff up

to 50 Meter lead (a) For Loose or Soft soil 55.98 cum 125.86

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

and stacking of useful materials and disposing of excavated stuff up

to 50 Meter lead (b) Dense or hard soil 55.98 cum 160.89

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

stacking of useful materials and disposing off the excavated stuff

upto 50 Meter lead.(C) Hard Murrum 37.32 cum 275.33

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

stacking of useful materials and disposing off the excavated stuff

upto 50 Meter lead.(D) Soft rock not requiring Blasting 37.32 cum 282.82

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

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

consolidating each deposited layer by ramming and watering 74.65 cum 137.47

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

of 20 cm thickness including watering, ramming and consolidating

etc. complete. 30.72 cum 304.60

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

sand : 4- graded stone aggregate 20 mm. Nominal size) and curing

complete excluding cost of form work in : (a) Foundation and plinth 18.66 cum 3824.10

8 Providing and laying controlled cement concrete M.250 and curing

complete including the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concrete. (upto 10 ton) RCC Column Footing 42.13 cum 4786.39

9 Providing and laying controlled cement concrete M.250 and curing

complete including the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concrete. (upto 10 ton) Column Up to Plinth

level 1.80 cum 9376.84

10 Providing and laying controlled cement concrete M.200 and curing

complete including the cost of formwork and reinforcement for

reinforced concrete work in (D) Columns, Pillars posts and struts

upto floor two level. (upto 10 ton)RCC Column GF 9.76 cum 9734.38

11 Providing and laying controlled cement concrete M.250 and curing

complete including the cost of formwork and reinforcement for

reinforced concrete work in (C) Slabs, landing, shelves, Balconies,

Lintels, Beams, Girders and Cantilever upto floor two level.

(upto 10 ton) Plinth Beam 27.00 cum 6619.54

12 Providing laying Controlled cement concrete M-200 and curing

complete including the cost of form work and excluding cost of

reinforcement for reinforced concrete work in : RCC Lintels Ground

Floor 15.30 cum 6067.07

13 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work

including bending, binding, and placing in position complete upto

floor two level. Ground Floor 14483.70 Kg. 77.29

14 Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm. in superstructure above plinth in

Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B) Conventional 76.64 cum 4568.40

15 20 mm thick sand faced cement plaster on walls upto height

meters above ground level consisting of 12 mm thick backing coat of

c.m. 1:3 (1:cement - 3:sand) and 8 mm thick finishing coat of c.m. 1988.63 Sqm 350.57

1:1 (1:cement - 1:sand) etc. complete

16 Finishing wall with weather proof exterior emulsion paint on wall

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials. etc complete 1988.63 Sqm 122.14

17 Steel work, riveted in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming coat of red

lead paint. (A) In beams and joists, channels angles Tees, flats, with

connecting plates or angle cleats as in main and cross beams. Hip and

jack rafters, purlins connected to common rafters and the like. 284.97 Q 5889.50

18 Applying priming coat over new steel and other metal surface after

and including preparing the surface by thoroughly cleaning, oil,

grease, dirt and other foreign matter and scoured with brushes fine

steel wood, scrapers and sand paper with ready mixed priming paint

brushing red lead. 431.77 Sqm 37.62

19 Painting two coats (excluding priming coat) on new steel and other

metal surface with enamel paint, brushing, interior to give an even

shade including cleaning the surface an even shade including

cleaning the surface of all dirt, dust and other foreign matter. 431.77 Sqm 94.39

20 Providing & laying spreading and compacting 150 mm thick

WBM Grade I of B.T.M.C. Metal 45mm to 63mm size including

using 29% (22+7%) filler i.e. stone screening 13.2 mm at the rate

0.27 Cumt. & stone dust at the rate 0.08 cumt. including spreading

in uniform thickness, hand packing, rolling with vibratory roller

8-10 tonnes in stages to proper grade and camber, applying and

booming type of screening/binding materials to fill up the

interstices of coarse aggregate, watering and compacting to

the required density. 270.36 Cum 1007.20

21 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse

sand : 6- Mashing Cursed stone aggregates 40 mm nominal size)

and curing complete including cost of formwork in (A)

Foundation and Plinth 180.24 Cum 3232.00

22 Providing and casting in situ controlled trimix cement concrete M-

250 for avg. 150 mm thick road work laid as directed included

providing and laying M.S side rail of road thickness with necessary

nut bolts piistes fixing as per width applying plate vibrator (Electric

or Diesel) on channel compressor with vacume dewatering system by

using all necessary equipment and materials such as stock hardener

powder and machinery such as running creed vibrator on prepaid M.S

channel for levelling. Vacuumed pump floating and power travelling

etc. with filling the joints with bitumen as directed etc complete 270.36 Cum 5955.97

23 Providing and fixing Pre-Painted Galvanized Steel Sheets (PPGI

shall be manufactured using GI (Galvanized Iron) base with a zinc

coating of Z120 GSM for enhanced corrosion resistance. Both sides

of the sheet shall be coated with a 5-micron thick layer of epoxy or

polyurethane (PU) primer as a service coat. The paint coating on the

top surface shall consist of Regular Modified Polyester (RMP) with

optional variants including Silicon Modified Polyester (SMP) or

Polyvinyl Fluoride (PVF2), as per project requirements. The painting

thickness on the top side shall be between 18 to 20 microns, while the

bottom side shall have a coating thickness of 5 to 7 microns. The

finished surface shall have a semi-gloss or matt appearance for

aesthetic and protective performance. These sheets shall conform to

Indian standards IS 277, IS 513, IS 14246, and AS 1397, ensuring

high-quality manufacturing and long-term durability. Fixed with

galvanised iron J or L Hooks, Bolts and nuts 8 mm diameter with

bitumen and G.I. limpet washer or G.I. limpet washer. Filled with

white lead complete excluding the cost of purlins, Rafters and

Trusses. 784.00 Sqm 805.48

24 Road marking with hot applied thermoplastic paints with

reflectorizing glass beads on bitumen surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick including

reflectorizing 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 line/ edge line/cut

patta. The white color marking should provide luminance coefficient

on cement road shall be min 130 mcd/m2/lux and Asphalt road shall

be min 100 mcd/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

be two years. 41.50 Sqm 367.72

I/We am/are willing to carry out the work at % above/below percent (should be written in figures and words) of the tendered amount

mentioned above.

Tendered amount put to tender Rs.79,69,762.00 Tendered amount put to tender Rs.79,69,762.00

Deduct. % below Rs. Add.: % Above Rs.

President, Chief Officer

Signature of Contractor. Mahuva Nagarpalika Mahuva Nagarpalika