CONSTRUCTION OF COMPOUND WALL, APPROCH PAVER BLOCK ROAD, AND STORAGE ROOF FITTING WORK AT SINDHUNAGAR MOX MANDIR, SINDHUNAGAR AT BHAVNAGAR.

Item Quantities Item Description Estimated Rates Unit Total Amount

1 Providing and laying in position Ready Mixed M-250 grade

concrete for reinforced cement conctere work, using cement

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified

grade for reinforced cement concrete work including pumping

of R.M.C. from transit mixer to site of laying, excluding the

cost of centering shuttering finishing and reinforcement

including cost of admixtures in recommended proportions as

per IS: 9103 to accelerate/ retard setting of concrete,

improve workability without impairing strength and durability Rupees Eight Hundred

as per direction of the Engineer-in-charge. Without Fly Ash Forty Five and Thirty

(Min cement level as per latest IS 456 shall be maintained) To Seven Paise

carry a safe working load not less than specified, excluding the

cost of steel reinforcement but including the cost of boring

with bentonite solution and the length of the pile to be

embedded in pile cap etc. all complete. (Length of pile for

payment shall be measured up to the bottom of pile cap): For

212.00 300 mm dia. pile for all inclusive Labour & materials etc. 845.37 Rmt

2 Excavation for foundation upto 3.00 m depth including sorting Rupees Three Hundred

out and stacking of useful materials and disposing off the Eighty Nine and Fifty

excavated stuff upto any lead and any kind soil Eight Paise

3 Filling available excavated earth (excluding rock) in trenches. Rupees One Hundred

plinth, sides of foundations etc. in layers not exceeding 20 cm. Thirty Seven and Forty

in depth consolidating each disposited layer by ramming and Seven Paise

155.12 watering. 137.47 Cum

4 Filling in foundation and plinth with murrum or selected soil in Rupees Three Hundred

layers of 20cm. thickness including watering, ramming and Four and Sixty Paise

consolidating etc. complete.

5 Providing and laying cement concrete 1:3:6 (1-Cement : 3- Rupees Three Thousand

coarse sand : 6- hand broken stone aggregates 40 mmnominal One Hundred Six and

size) and curing complete excluding cost of formwork in (A) Sixty Seven Paise

7.53 Foundation and Plinth 3106.67 Cum

6 Providing and laying controlled cement concrete M.250 and Rupees Five Thousand

curing complete excluding the cost of formwork and Six Hundred Twenty

reinforcement for reinforced concrete work in (C) RCC Column and Ninety Six Paise

67.50 Footings 5620.96 Cum

7 Providing and laying controlled cement concrete M.250 and Rupees Five Thousand

curing complete excluding the cost of formwork and One Hundred Forty One

reinforcement for reinforced concrete work in (C) RCC Column and Four Paise

2.86 up to plinth level 5141.04 Cum

8 Providing and laying controlled cement concrete M.250 and Rupees Five Thousand

curing complete excluding the cost of formwork and Six Hundred Eighty Two

21.08 reinforcement for reinforced concrete work in (C) Plinth Beam 5682.32 and Thirty Two Paise Cum

9 Providing and laying controlled cement concrete M.200 and Rupees Seven Thousand

curing complete excluding the cost of formwork and Six Hundred Thirteen

reinforcement for reinforced concrete work in (C) RCC Column and Sixty Paise

10 Providing and laying cement concrete 1:3:6 (1-Cement : 3- Rupees Seven Thousand

Coarse sand : 6-crushed stone aggregates 20 mm nominal Three Hundred Sixty

size) and curing complete including cost of formwork in (A) Seven and Forty Nine

Wall Caps / Coping Paise

11 Providing TMT Bar FE 500D reinforcement for R.C.C. work Rupees Seventy Seven

including bending, binding and placing in position complete and Twenty Nine Paise

upto floor two level

12 Brick work using common burnt clay building bricks having Rupees Four Thousand

crushing strength not less than 35 kg./Sq.Cm. in Cement Five Hundred Ninety

Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional for Nine and Sixteen Paise

75.72 Foundation or Super Structure 4599.16 Cum

13 Providing 20mm thick cement plaster in single coat on single Rupees Two Hundred

or half brick walls for interior plastering upto floor two level Twenty Four and Two

and finished even and smooth in (ii) Cement mortar 1:4 (1- Paise

805.60 cement :4-sand) 224.02 m2

14 Finishing wall with weather proof exterior emulsion paint on Rupees Eighty Four and

wall surface (two coats) to give an required shape even shade Eighty Two Paise

after thoroughly brushing the surface to remove all dirt, and

805.60 remains of loose powdered materials.etc complete 84.82 Sqm

15 Painting two coats including priming coat on new steel and Rupees One Hundred

other metal surface with enamel paint, brushing, interior to Thirty Two and Two

give an even shade including cleaning the surface an even Paise

shade including cleanicn the surface of all dirt, dust and other

34.61 foreign matter. 132.02 Sqm

16 Providing and fixing 0.70 Metre high fencing with 0.80 Metre Rupees Seventy Three

long M.S. Angle posts 50mm x 50 mm x 6 mm fixed at 3.40 and Seventy Three Paise

Mt, C/c. with three Horizontal lines of galvanised steel barbed

wire weighting 9.38 Kg. per 100 Metre, strained and fixed to

posts with G.I, staples including fixing the posts in RCC

Columns and etc complete.

17 Fabrication for railings, gates etc using MS square pipes of 12 Rupees One Hundred

gauge of Asian, TATA or equivalent make Twenty One and Twenty

18 Box cutting the road surface to proper slope and camber for Rupees One Hundred

making a base for road work including removing the excavated Twelve and Two Paise

stuff and depositing on the road side slope as directed up to

19 Providing and laying granular sub base Grade-I C.B.R. not less Rupees Seven Hundred

than 30% by providing close graded materials, consisting of Fourteen and Seven

B.T. crushed stone aggregates 53 mm to 26.5mm@ 50% Paise

26.5mm to 4.75mm @ 20%, 2.36mm to below @ 30% coarse

sand combination and stone dust/grit spreading in uniform

layers with motor grader on prepared surface, mixing by mix

in place method with rotovator at O.M.C to required dry

density including filling the depressions which occurred during

the process using vibratory roller 8-10T Complete as per

20 Providing and laying WBM sub-base required as providing Rupees Nine Hundred

course graded material grading-I in one layer using BTMC Seventy Four and

metal 45 mm to 63 mm including using 22% Stone screening Ninety Two Paise

13.2 mm size and 7% stone dust as filler Gradation including

conveying the materials at the site of work, mixing and

spreading in to grade and camber, watering and consolidation

at OMC with vibratory roller incl. the cost of materials labours

80.00 etc. and all complete. 974.92 m3

21 Providing and laying cement concrete 1:3:6 (1-cement : 3 Rupees Three Thousand

Coarse sand : 6 Graded stone aggregate 40mm nominal size) One Hundred Six and

and curing complete excluding cost of form work in. (A) Sixty Seven Paise

foundation and Plinth

22 Providing and fixing pre-cast Rubber Dye / steel Dye inter Rupees Seven Hundred

locking concrete block 60mm thick with grade of concrete Seven and Fifty Five

M300 pneumatic compressed / vibrated mechanically and as Paise

per approved design Confirming to IS 15658 : 2006 including

35 mm Sand layer for levelling and filling the joint with sand in

proper line and level as per guidelines of IRC : SP 63-2018 etc.

Wood Storage Roof

23 Dismantling of sheet roofing including ridges, Hips, Valleys, Rupees Fifty and

Gutters etc. stacking of serviceable materials and disposal of Twenty Eight Paise

unserviceable materials with all lead and lift.

24 Providing corrugated G.I. sheet of class-3 roofing fixed with Rupees Seven Hundred

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

with bitumen and G.I. limpet washer or G.I. limpet washer. Nineteen Paise

filled with white lead complete excluding the cost of purlins,

Rafters and Trusses. (1) 0.80 mm thick sheet.

25 Applying priming coat over new steel and other metal surface Rupees Thirty Seven

after and including preparing the surface by thoroughly and Sixty Three Paise

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.

26 Painting two coats (excluding priming coat) on new steel and Rupees Sixty Nine and

other metal surface with synthetic enamel paint, brushing to Sixteen Paise

give an even shade including cleaning the surface of all dirt,

dust and other foreign matter.

One percent of the Estimated cost of work put to tender shall be recovered from the running bills of the contractor as testing charges,

after deducting the cost of material proposed in scheduled-B at basic rate. One percent labour cess will be deducted from contractor’s

I/ We am/are willing to carry out the work at _____________________% above / below _____________________________%

(should be written in figure and words)

below / above the estimated rates mentioned above amount of my / our tender works out as under :-

Estimated amount put to tender : Estimated amount put to tender :

1) All the work shall be carried out as per specification on the division or as directed.

2) Rates quoted includes clearance of site (prior to commencement of work and at its closed) in all respects and held gross for under all

conditions, site moisture weather etc.

3) The Contractor shall exhibits a board as per Govt. circular No. 2DK – 3277 / 1657 N Dt. 26–01-73 with detail of specification and details of

work and amount involved at site without any payment as directed by the Engineer in charge.

4) Testing of materials be as per statement attached with the Specifications, the materials shall be tested at least 10% in G.E.R.I. Bill for testing

shall be paid by Contractor.

5) One precent of estimated cost put to tender for this work shall be recovered from the contract payments as "LABOUR CESS". In terms of the

Gujarat Government Gazette Extra ordinary dated 12.12.04. Implementation of building and other construction workers regulation of

equipment and conditions of service Act-1996)

6) Photographs of before work and after work will be submitted by the contractor at the time of each bill submission.

7) The contractor is solely responsible to bare all applicable taxes. exempt GST. and department will not entertain any contractor representation

to reimburse any financial burden due to applicable taxes : exempt GST.

8) The contractor shall submit all paid taxes, royalty challans at the time of the final bill.

Signature of contractor EXECUTIVE ENGINEER

BUILDING DEPARTMENT

BHAVNAGAR MUNICIPAL CORPORATION