Construction of 6 Godown in Main Yard at A.P.M.C. at Valia, Taluka Valia, Dist : Bharuch

Name of work :- Construction of 6 Godown in Main Yard at A.P.M.C. at Valia, Taluka Valia, Dist : Bharuch

Memorandum showing items works to be carried out :

SCHEDULE - " B "

Item Quantities Item of Works Estimated Rate Unit Total

No. Estimated Rs In Rs. in Amount

but may be Figures Words Accourding

more or to Estimated

less Rs. Ps Quantities

1 271.00 Excavation for foundation upto 1.5 m 253.58 Rs. Two Hundred Cumt

depth including sorting out and stacking of Fifty Three and

useful materials and disposing off the Paise Fifty Eight

excavated stuff upto 50 Meter lead.(C) Hard

2 182.00 Excavation for foundation for depth from 1.5 m 270.83 Rs. Two Hundred Cumt

to 3.0 m including sorting out and stacking of Seventy and Paise

useful materials and disposing off the Eighty Three Only

excavated stuff upto 50 Meter lead.(C) Hard

3 350.00 Filling available excavated earth 129.10 Rs. One Hundred Cumt

(excluding rock)in trenches, plinth, sides of Twenty Nine and

foundations etc. in layers not exceeding 20cm Paise Ten Only

in depth consolidating each deposited layer

by ramming & watering.

4 257.00 Filling in foundation and plinth with 286.20 Rs. Two Hundred Cumt

murrum or selected soil in layer of 20 cm Eighty Six and Paise

thickness including watering ramming and Twenty Only

consolidating etc. complete.

5 52.00 Filling in plinth with sand under floors 455.63 Rs. Four Hundred Cumt

including watering, ramming, consolidating and Fifty Five and Paise

dressing etc. complete. Sixty Three Only

6 54.00 Providing and laying cement concrete 3446.81 Rs. Three Thousand Cumt

1:2:4 (1 cement : 2coarse sand :4 graded Four Hundred Fourty

stone aggregates 20 mm nominal size) and Six and Paise Eighty

curing complete excluding cost of formwork

in(A) Foundation and plinth

7 293.00 Providing & Laying M,S,Side Rail of road 138.72 Rs. One Hundred Sqmt

thickness with necessary nut bolt plates fixing Thirty Eight and

as per width, applying 4.50 kg / Sq.Mt. meatalic Paise Seventy Two

hardner applying plate vibrator, electric or

diesel in channel.Comp. with V.D. system

(Trimix) by using the all necessary equipments

& materil & machinery,such as running screed

vidrator on prelaid M.S.channel for levelling

vaccum pumps, floating & power trovelling

8 71.00 Providing and laying controlled cement 4030.28 Rs. Four Thousand Cumt

concrete M.250 and curing complete Thirty and Paise

excluding the cost of formwork and Twenty Eight Only

reinforcement for reinforced concrete work

in (A) Foundations, footings, Base of columns

and Mass concrete.

Item Quantities Item of Works Estimated Rate Unit Total

No. Estimated Rs In Rs. in Amount

but may be Figures Words Accourding

more or to Estimated

less Rs. Ps Quantities

9 27.02 Providing and laying controlled cement 4386.15 Rs. Four Thousand Cumt

concrete M.250 and curing complete Three Hundred

excluding the cost of formwork and Eighty Six and Paise

reinforcement for reinforced concrete work

in (D) Columns, Pillars posts and struts,

upto floor two level. 1) Column Ground Floor

10 22.98 Providing and laying controlled cement 4288.32 Rs. Four Thousand Cumt

concrete work M250 and curing complete Two Hundred Eighty

excluding the cost of form work and Eight and Paise

reinforcement of reinforced concrete work in :

Thirty Two Only

(C ) Ground Beams and plinth beams.

11 7.93 Providing and laying controlled cement 4225.56 Rs. Four Thousand Cumt

concrete work M200 and curing complete Two Hundred

excluding the cost of form work and Twenty Five and

reinforcement of reinforced concrete

Paise Fifty Six Only

work in : (G) Lintels 1) Lintel/ Copping Ground

12 2.00 Providing and laying controlled cement 4225.56 Rs. Four Thousand Cumt

concrete work M200 and curing complete Two Hundred

excluding the cost of form work and Twenty Five and

reinforcement of reinforced concrete

Paise Fifty Six Only

work in :( H) chhajja 1) Chhajja Ground Floor

13 14224.00 Providing TMT Bar FE 500/500D 75.46 Rs. Seventy Five Kg

reinforcement for R.C.C. work including and Paise Fourty Six

bending, binding and placing in position Only

complete upto floor two level

14 37.00 Providing and constructing brick work 4011.66 Rs. Four Thousand Cumt

using common burnt clay building bricks Eleven and Paise

having crushing strength not less than 35 Sixty Six Only

kg/sqcm. in foundation and plinth in

cement mortar 1:5 (1 cement :5 fine

sand) etc. comp.(B) Conventional

15 185.15 Providing and constructing brick work 4277.31 Rs. Four Thousand Cumt

using common burnt clay building bricks Two Hundred

having crushing strength not less than 35 Seventy Seven and

kg/sqcm. in foundation and plinth in

Paise Thirty One

cement mortar 1:5 (1 cement :5 fine

sand) etc. comp.(B) Conventional Ground

16 728.00 Providing 15mm. thick cement plaster in 165.38 Rs. One Hundred Sqmt

single coat on rough (similar) side of Sixty Five and Paise

single or half brick walls for interior Thirty Eight Only

plastering up to floor two level finished

even and smooth in cement mortar 1:4 [1

cement: 4 sand) etc Ground Floor

Item Quantities Item of Works Estimated Rate Unit Total

No. Estimated Rs In Rs. in Amount

but may be Figures Words Accourding

more or to Estimated

less Rs. Ps Quantities

17 428.00 Providing 20 mm thick double coat mala 267.75 Rs. Two Hundred Sqmt

cement plaster on interior brick/ concrete work Sixty Seven and

for plastering comprising of base coat of 12 Paise Seventy Five

mm thick cement plaster in cement mortar

(1 Cement : 4 coarse sand) in rough

finishing and 8 mm thick top coat of cement

mortar 1:2 ( 1 Cement : 2 coarse sand)

finished with trovel including scaffolding

curing etc. complete. Ground Floor

18 728.00 Applying two coats of Birla or Asian 118.31 Rs. One Hundred Sqmt

acrylic lappy (putty) and two coats of Eighteen and Paise

primer of approved brand and Thirty One Only

manufacture on new wall surface to give an

even shade including thoroughly

brushing the surface free from mortar

dropping and other foreign matter and sand

prepared smooth. and Wall painting (two

coats) with plastic emulsion paint of approved

brand and manufacture on undecorated

wall surface to give an even shade including

throughly brushing the surface free from

mortar droppings and other foreign matter

and sand papered smooth.

19 428.00 Finishing wall with weather proof exterior 113.40 Rs. One Hundred Sqmt

emulsion paint on wall surface (two Thirteen and Paise

coats) to give an required shape even Fourty Only

shade after thoroughly brushing the

surface to remove all dirt, and remains of loose

powdered materials.etc complete

20 258.00 Carrying out plinth treatment to post 34.02 Rs. Thirty Four and Sqmt

constrution/existing structrue by spraying Paise Two Only

chemical solution for termite control

treatment including labour and material

consistent with I.S.I specification. Using

chloride and Chiorpurfiles 20 EC. Asper

6131_ paret-II Consentration Weight one

percent is recommended i.e. one litre 20 EC

chemical emulsion with 19 litre give 1%

concentration inclusive of one litre chemical

emulsion application at the rate of 5 litre

chemical/sqmt. of surface is recommended

Item Quantities Item of Works Estimated Rate Unit Total

No. Estimated Rs In Rs. in Amount

but may be Figures Words Accourding

more or to Estimated

less Rs. Ps Quantities

21 87.00 Providing and fixing M.S. ORNAMENTAL 158.00 Rs. One Hundred Kg

GRILLS of required pattern with at Fourty Nine Only

required spacings and frame alround,

square or round bars, in columns, beams and

joists, channels, MS flat, Angles, Pipes,

tees flats with connecting plates or angle cleats

Steel work welded, in built up sections framed

work including cutting, hoisting, fixing in

position and with one coat primer & two

coat oil paint as per detail drawings etc.

complete. at any lead and lift etc. complete. As

directed by EIC.

22 19.00 Providing formwork of ordinary timber 173.25 Rs. One Hundred Sqmt

planking so as to give a rough finish Seventy Three and

including centering shuttering strutting and Paise Twenty Five

propping etc. Height of propping and

centering below supporting floor to ceiling not

exceeding 4 M. and removal of the same for

in situ reinforced concrete and plain concrete

work in. (A) Foundations Footings Bases of

Columns etc. and Mass concrete.

23 211.00 Providing formwork (G) Column 300.83 Rs. Three Hundred Sqmt

and Paise Eighty

24 22.00 Providing formwork H) Side and soffit of 195.30 Rs. One Hundred Sqmt

beam, haunchings, cantilevers, girders, Ninety Five and

bracings and lintels exceeding 1.0m in Paise Thirty Only

25 251.00 Providing corrugated G.I. sheet of class-3 719.93 Rs. Seven Hundred Sqmt

roofing fixed with glavanished iron J or L Nineteen and Paise

Hooks, Bolts and nuts 8mm diameter with Ninety Three Only

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

washer. filled with white lead complete

excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

26 46.00 Steel work, riveted in built up sections framed 8701.88 Rs. Eight Thousand Qtl

work including cutting, hoisting, fixing in Seven Hundred One

position and applying a priming coat of red and Paise Eighty

lead paint. (D) In trussses and trussed purlins,

upto 25 M. span and 15 M ovarall height.

Item Quantities Item of Works Estimated Rate Unit Total

No. Estimated Rs In Rs. in Amount

but may be Figures Words Accourding

more or to Estimated

less Rs. Ps Quantities

27 45.00 Providing and fixing rolling shutters of 3468.72 Rs. Thrre Thousand Sqmt

approved make made of 80 mm wide M.S. Four Hundred Sixty

laths inter-locked together through their entire Eight and Paise

length and jointed together at the ends by end

Seventy Two Only

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 andspring etc. complete.(A) Shutters

having width below 3.5 M.

I am / We are willing to carryout the work ...................................................% Above / Below

_________________ ____ percent (Should be written in figures and words ) Estimate rate mentioned above

amount of My / Our tender work put as under.

Estimate Amount Estimate Amount

[1] All work shall be carried out as per Public works Deptt. Hand Book and other specification or as directed

[2] Rates quoted include clearance of site (Prior commence of work and as its colse inall hold good for work

under all conditions, site moisture weather etc.

[3] The contractor shall exhibit a Board as per Govt. No.806/3277/1657 Dt. 26-04-78 (guj) RGR-No.TNC-1090/24-C

Dated 29-11-90 and GR. Dt. 18-11-91. involved at sitewith in any payment as directed by Engineer - in - Charge.

[4] Testing of materials shall be as per statement attached for quality control with specification., the materials shall be tested in

GREI for testing charges shall be paid byExecutive Engineer , and of amount put to tender after deducting the cost of

materialsas per Schedule - 'A' shall be recovered from contractor in Running bill as per G.R. of R&B Deptt. No. TNC/1085-4-

[5] The contractor shall be state even "NIL" precent of no reduction as offcered.

[6] One Percent of estimate cost put to tender for this work shall be recovered from the contract payment as "Labour Cess" in terms

of the Gujarat Government Gezette dated 12-12-2004 implementation of building & other construction worker's (Rezolution

of Employment and condition of service Act. 1996).

Signature of Chairman

Contractor A.P.M.C.