Providing and Construction of 1520 MT and 1365 MT Capacity Godown-A (Warehouse) in S.No. 844 A.P.M.C. Valia Main Yard, Village Valia, Ta. Valia, Dist: Bharuch

Name of work :- Providing and Construction of 1520 MT and 1365 MT Capacity Godown-A (Warehouse) in S.No.

844 A.P.M.C. Valia Main Yard, Village Valia, Ta. 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 1058.00 Excavation for foundation upto 1.5 m depth 253.58 Rs. Two Hundred Cumt

including sorting out and stacking of useful Fifty Three and

materials and disposing off the excavated stuff upto Paise Fifty Eight

50 Meter lead.(C) Hard Murrum Only

2 1002.00 Excavation for foundation for depth from 1.5 m to 270.83 Rs. Two Hundred Cumt

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

materials and disposing off the excavated stuff upto Eighty Three Only

50 Meter lead.(C) Hard Murrum

3 1721.00 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 in Paise Ten Only

depth consolidating each deposited layer by

ramming & watering.

4 1620.00 Filling in foundation and plinth with murrum 286.20 Rs. Two Hundred Cumt

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

including watering ramming and consolidating etc. Twenty Only

5 252.00 Filling in plinth with sand under floors including 455.63 Rs. Four Hundred Cumt

watering, ramming, consolidating and dressing etc. Fifty Five and Paise

complete. Sixty Three Only

6 277.00 Providing and laying cement concrete 1:2:4 (1 3446.81 Rs. Three Thousand Cumt

cement : 2coarse sand :4 graded stone Four Hundred Fourty

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

complete excluding cost of formwork in(A) One Only

Foundation and plinth

7 195.00 Providing and laying controlled cement concrete 4030.28 Rs. Four Thousand Cumt

M.250 and curing complete excluding the Thirty and Paise

cost of formwork and reinforcement for Twenty Eight Only

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

8 124.00 Providing and laying controlled cement concrete 4386.15 Rs. Four Thousand Cumt

M.250 and curing complete excluding the Three Hundred

cost of formwork and reinforcement for Eighty Six and Paise

reinforced concrete work in (D) Columns, Pillars Fifteen Only

posts and struts, upto floor two level. 1) Column

9 41.00 Providing and laying controlled cement concrete 4288.32 Rs. Four Thousand Cumt

work M250 and curing complete excluding the cost Two Hundred Eighty

of form work and reinforcement of reinforced Eight and Paise

concrete work in : (C ) Ground Beams and plinth Thirty Two Only

10 41.00 Providing and laying controlled cement concrete 4225.56 Rs. Four Thousand Cumt

work M200 and curing complete excluding the Two Hundred

cost of form work and reinforcement of Twenty Five and

reinforced concrete work in : (G) Lintels 1) Paise Fifty Six Only

Lintel/ Copping Ground Floor

11 6.00 Providing and laying controlled cement concrete 4225.56 Rs. Four Thousand Cumt

work M200 and curing complete excluding the Two Hundred

cost of form work and reinforcement of Twenty Five and

reinforced concrete work in :( H) chhajja 1) Paise Fifty Six Only

Chhajja Ground Floor

12 71764.00 Providing TMT Bar FE 500/500D 75.46 Rs. Seventy Five Kg

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

binding and placing in position complete upto Only

floor two level

13 79.00 Providing and constructing brick work using 4011.66 Rs. Four Thousand Cumt

common burnt clay building bricks having Eleven and Paise

crushing strength not less than 35 kg/sqcm. in Sixty Six Only

foundation and plinth in cement mortar 1:5

(1 cement :5 fine sand) etc. comp.(B)

14 316.00 Providing and constructing brick work using 4277.31 Rs. Four Thousand Cumt

common burnt clay building bricks having Two Hundred

crushing strength not less than 35 kg/sqcm. in Seventy Seven and

foundation and plinth in cement mortar 1:5 Paise Thirty One

(1 cement :5 fine sand) etc. comp.(B) Only

Conventional 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

15 83.00 Providing 15mm. thick cement plaster in single 165.38 Rs. One Hundred Sqmt

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

half brick walls for interior plastering up to Thirty Eight Only

floor two level finished even and smooth in

cement mortar 1:4 [1 cement: 4 sand) etc Ground

16 2972.00 Providing 20 mm thick double coat mala 267.75 Rs. Two Hundred Sqmt

cement plaster on interior brick/ concrete work for Sixty Seven and

plastering comprising of base coat of 12 mm Paise Seventy Five

thick cement plaster in cement mortar (1 Only

Cement : 4 coarse sand) in rough finishing

and 8 mm thick top coat of cement mortar 1:2 (

Cement : 2 coarse sand) finished with trovel

including scaffolding curing etc.

complete. Ground Floor

17 1535.00 Applying two coats of Birla or Asian acrylic 118.31 Rs. One Hundred Sqmt

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

approved brand and manufacture on new Thirty One Only

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

18 1657.00 Finishing wall with weather proof exterior emulsion 113.40 Rs. One Hundred Sqmt

paint on wall surface (two coats) to give an Thirteen and Paise

required shape even shade after thoroughly Fourty Only

brushing the surface to remove all dirt, and

remains of loose powdered materials.etc complete

19 1205.00 Providing and laying polished Kota stone slab 1033.20 Rs. One Thousand Sqmt

flooring over 20mm (Average) thick base of cement Eighty Five and

mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 Paise Fourty Eight

laid over and jointed with grey cement slurry Only

including rubbing and polishing etc. complete. (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

20 1125.00 Carrying out plinth treatment to post 34.02 Rs. Thirty Four and Sqmt

constrution/existing structrue by spraying chemical Paise Two Only

solution for termite control treatment including

labour and material consistent with I.S.I

specification. Using chloride and Chiorpurfiles

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 as

21 25.00 Providing and fixing window having 1688.78 Rs. One Thousand Sqmt

extruded aluminum Colour Powder Coated Six Hundred Eighty

section frame main outer size 63.50 x 38.10 x Eight and Paise

1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two Seventy Eight Only

track member size 61.85 mm x 31.75 mm x

1.20mm @ wt.of 0.695 Kg/mt, vertical member

of size 61.85 mm x 31.75mm x 1.30 mm @ wt.of

0.0.659 Kg/mt with sliding shutters of

horizontal member size 40mm x 18mm x 1.29mm

@ wt.of 0.456Kg/mt, vertical member of size

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

22 625.00 Providing and fixing M.S. ORNAMENTAL 149.00 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.

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

23 84.00 Providing formwork of ordinary timber planking 173.25 Rs. One Hundred Sqmt

so as to give a rough finish including Seventy Three and

centering shuttering strutting and propping etc. Paise Twenty Five

Height of propping and centering below supporting Only

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.

24 1358.00 Providing formwork (G) Column 300.83 Rs. Three Hundred Sqmt

and Paise Eighty

25 686.00 Providing formwork H) Side and soffit of beam, 195.30 Rs. One Hundred Sqmt

haunchings, cantilevers, girders, bracings and Ninety Five and

lintels exceeding 1.0m in depth Paise Thirty Only

26 1242.00 Providing corrugated G.I. sheet of class-3 roofing 719.93 Rs. Seven Hundred Sqmt

fixed with glavanished iron J or L Hooks, Bolts and Nineteen and Paise

nuts 8mm diameter with bitumen and G.I. limpet Ninety Three Only

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.

27 350.00 Steel work, riveted in built up sections framed work 8701.88 Rs. Eight Thousand Qtl

including cutting, hoisting, fixing in position and Seven Hundred One

applying a priming coat of red lead paint. (D) In and Paise Eighty

trussses and trussed purlins, upto 25 M. span and Eight Only

15 M ovarall height.

28 103.00 Providing and fixing rolling shutters of approved make 3468.72 Rs. Thrre Thousand Sqmt

made of 80 mm wide M.S. laths inter-locked together Four Hundred Sixty

through their entire length and jointed together at the Eight and Paise

ends by end locks mounted on specially designed pipe Seventy Two Only

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

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

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.