Construction of Store Room for Kalawad Nagarpalika, at Kalawad, Dist. Jamnagar (6th Attempt).

Name of work : Construction of Store Room for Kalawad Nagarpalika, at Kalawad, Dist. Jamnagar (6th Attempt)

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated according to

but may be in Figure in Words estimated

more or quantities.

Excavation for foundation up to 1.5 Meter depth

including sorting out and stacking of useful

materials and disposing of excavated stuff any Rupees SeventyEight

lead (A) For Loose or Soft soil (S.O.R, Sr. No. Paise Five Only

04001A, Item No.0)

Excavation for foundation up to 1.5 Meter depth

including sorting out and stacking of useful

materials and disposing of excavated stuff any Rupees NinetyNine Paise

lead (B) For Dense or Hard soil (S.O.R., Sr. No. EightyNine Only

04001B, Item No.0)

Excavation for foundation up to 1.5 Meter depth

including sorting out and stacking of useful Rupees One Hundred

3 27.60 materials and disposing of excavated stuff any 169.58 SixtyNine Paise M3

lead (B) Hard Murrum (S.O.R., Sr. No. 04001C, FiftyEight Only

Excavation for foundation from 1.5 to 3.0 Meter

depth including sorting out and stacking of Rupees Four Hundred

4 27.60 useful materials and disposing of excavated 413.49 Thirteen Paise M3

stuff any lead (C) Hard Rock (S.O.R. Page No. FourtyNine Only

35, Sr. No. 04002E, Item No.0)

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated according to

but may be in Figure in Words estimated

more or quantities.

Filling in foundation and plinth with murrum or

selected soil in layers of 20 cm thickness Rupees Two Hundred

5 66.80 including watering, ramming and consolidating 217.70 Seventeen Paise Seventy M3

etc. complete. (S.O.R, Sr. No. 4008A, It. No. 0) Only

Filling available excavated earth (excluding

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm. In depth

Rupees EightyEight Paise

6 39.70 consolidating each deposited layer by ramming 88.86 M3

and watering (S.O.R., Sr. No. 4006, It. No.

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

cement : 2- coarse sand : 4- graded stone

aggregate 20 mm. Nominal size) and curing Rupees Three Thousand

7 18.20 complete excluding cost of form work in : (a) 3064.14 SixtyFour Paise Fourteen Kg.

Foundation and plinth S.O.R., Sr. No. 05010AA, Only

Providing laying Controlled cement concrete M-

250 and curing complete including the cost of Rupees Three Thousand

form work and excluding cost of reinforcement Seven Hundred

for reinforced concrete work in : RCC Column SeventyFour Paise

Footings Rate Analysis ThirtySeven Only

Providing laying Controlled cement concrete M-

250 and curing complete including the cost of

Rupees Five Thousand

form work and excluding cost of reinforcement

9 1.60 5435.82 Four Hundred ThirtyFive M3

for reinforced concrete work in : RCC Column up

Paise EightyTwo Only

to Plinth Lvl. Rate Analysis

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated according to

but may be in Figure in Words estimated

more or quantities.

Providing laying Controlled cement concrete M-

250 and curing complete including the cost of

Rupees Five Thousand

form work and excluding cost of reinforcement

10 10.00 5435.82 Four Hundred ThirtyFive sqm

for reinforced concrete work in : RCC Columns

Paise EightyTwo Only

for Ground Floor Rate Analysis

Providing laying Controlled cement concrete M-

250 and curing complete including the cost of Rupees Four Thousand

form work and excuding cost of reinforcement Two Hundred

for reinforced concrete work in : RCC Plinth FourtyThree Paise One

beams Rate Analysis Only

Providing laying Controlled cement concrete M-

250 and curing complete including the cost of

form work and excuding cost of reinforcement Rupees Four Thousand

for reinforced concrete work in : RCC Floor 4532.88 Five Hundred ThirtyTwo Kg

Beams at GF Slab lvl. Rate Analysis Paise EightyEight Only

Providing laying Controlled cement concrete M-

250 and curing complete including the cost of

form work and excluding cost of reinforcement Rupees Four Thousand

for reinforced concrete work in : RCC GF Slabs & 4500.56 Five Hundred Paise Kg

Landings Rate Analysis FiftySix Only

Providing laying Controlled cement concrete M-

200 and curing complete including the cost of

form work and excluding cost of reinforcement Rupees Five Thousand

for reinforced concrete work in : RCC Lintels 5415.62 Four Hundred Fifteen Kg

Ground Floor Rate Analysis Paise SixtyTwo Only

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated according to

but may be in Figure in Words estimated

more or quantities.

Providing TMT Bar FE 500D reinforcement for

R.C.C. work including bending, binding and Rupees SeventyTwo

15 9416.00 placing in position complete upto floor two level 72.43 Kg

Paise FourtyThree Only

Brick Work using common burnt clay building

bricks having crushing strength not less than

35kg./sq. Cm. in Superstructure above plinth Rupees Three Thousand

level upto floor two level in cement mortar 1:5 Three Hundred

(1- Cement : 5- Fine Sand) (A) Modular (upto ThirtySeven Paise

10 ton) S.O.R., Sr. No. 06006A, It No. 6.19 + FourtyFour Only

Half Brick Masonry in common burnt clay

building bricks having crushing strength not less

than 35kg./sq. Cm. in Superstructure above Rupees Four Hundred

17 23.00 plinth level upto floor two level in cement 425.96 TwentyFive Paise Kg

mortar 1:5 (1- Cement : 5- Fine Sand) (A) NinetySix Only

Modular (upto 10 ton) S.O.R, Sr. No. 06008B1,

Providing 15 mm thick cement plaster in single

coat on Rough side of single or half brick walls

for interior plastering up to floor two level and

finished even and smooth in & Extra over items Rupees One Hundred

18 218.90 for finishing with a floating coat of neat cement 134.27 ThirtyFour Paise Kg

slurry. ( more than 10 ton) (ii) Cement mortar TwentySeven Only

1:4 ( 1 cement : 4 sand) for Ground Floor

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated according to

but may be in Figure in Words estimated

more or quantities.

Providing 10 mm thick cement plaster in single

coat on brick/concrete walls for interior

plastering up to floor two level and finished

even and smooth in & Extra over items for

finishing with a floating coat of neat cement Rupees One Hundred

19 120.30 slurry for plastering on ceiling and soffits of 126.10 TwentySix Paise Ten Kg

stairs up to floor two level instead of plastering Only

on walls. Ground floor (ii) Cement mortar 1:4 (

1 cement : 4 sand) S.O.R. Sr. No. 17001B, It.

20 mm thick sand faced cement plaster on walls

upto height 10 meters above ground level

consisting of 12 mm thick backing coat of c.m.

Rupees Two Hundred

20 373.50 1:3 (1:cement - 3:sand) and 8 mm thick 200.43 Kg

Paise FourtyThree Only

finishing coat of c.m. 1:1 (1:cement - 1:sand)

etc. complete S.O.R. Sr. No. 17009, It. No.

Finishing wall with weather proof exterior

emulsion paint on wall surface (two coats) to

give an required shape even shade after

Rupees SeventySix Paise

21 373.50 thoroughly brushing the surface to remove all 76.36 Kg

dirt, and remains of loose powdered

materials.etc completeS.O.R. Sr. No. 19031, It.

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated according to

but may be in Figure in Words estimated

more or quantities.

Providing and laying broken china 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 bring mortar crème out up to Rupees Four Hundred

surface using white cement including rounding 499.50 NinetyNine Paise Fifty Kg

off junctions and extending them up to 15cm Only

along the wall clearing with water and oxalic

acid etc. as directed S.O.R. Sr. No. 14035, It.

Providing and laying Granite slab (18mm thick)

slab flooring over 20mm (Average) thick base of

cement mortar 1:6 (1-cement : 6-Coarse sand) Rupees Two Thousand

or L.M. 1:1.5 laid over and jointed with grey Three Hundred

cement slurry including rubbing and polishing EightyOne Paise

complete (Basic Granite rate shall be 250/Sft) EightyEight Only

(A) Granite slab 18mm thick Rate Analysis

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

adhesive materials including dismentaling of Rupees Nine Hundred

existing flooring and jointed with colour cement 937.48 ThirtySeven Paise Kg

slurry including finished with flush pointing & FourtyEight Only

clearing the surface etc. complete for Light

Shade (more than 10 ton)S.O.R. Sr. No.

14022A, Item No.

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated according to

but may be in Figure in Words estimated

more or quantities.

Applying Two coats of Birla or Asian Acrylic

Lappy (putty) and two coats of primer of

approved brand and manufacture on new wall

surface to give an even shade including Rupees FourtySeven

25 339.08 throughly brushing the surface free from mortar 47.88 Kg

Paise EightyEight Only

dropping and other foreign matter and sand

papered smooth. S.O.R. Sr. No. 19032, It. No.

Wall painting (two coats) with plastic emulsion

paint of approved brand and manufacture on

undecorated wall surface to give an even shade

including throughly brusing the surface free Rupees FiftyThree Paise

from mortar droppings and other foreign matter FiftySix Only

and sand papered smooth.S.O.R. Sr. No.

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated according to

but may be in Figure in Words estimated

more or quantities.

Providing and fixing window having extruded

aluminum Colour powder coated section frame

main outer size 127 x 38.10 x 1.35 mm(of

Jindal Section no:2443,@ Wt 1.384 Kg / Rmt),

horizontal Four track member size 122.20 mm x

31.75 mm x 1.10mm (of Jindal Section no:

8787 @ wt.of 1.205 Kg/mt), vertical member of

size 122.20 mm x 31.75mm x 1.50 mm (of

Jindal Section no:8935 @ wt.of 1.398 Kg/mt)

with sliding shutters of horizontal member size Rupees Two Thousand

27 6.50 40mm x 18mm x 1.29mm (of Jindal Section 2525.63 Five Hundred TwentyFive Kg

no:8949 @ wt.of 0.456Kg/mt), vertical member Paise SixtyThree Only

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

trans- -parent 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.S.O.R. Sr. No. 11032 Item no.

Painting two coats (including 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 Rupees EightyOne Paise

including clening the surface of all dirt, dust and SixtySix Only

other foreign matter.S.O.R. Sr. No. 19001, Item

No. 19.2 + Sr. No. 19002, Item No.

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated according to

but may be in Figure in Words estimated

more or quantities.

Providing, laying and jointing in true line and

level 50mm dia. U.P.V.C. pipe (SCH-40) for cold

water including fitting as approved by engineer-

in-charge. Pipe shall be fixed on the wall with

the help of clamp at every two meter C/C or Rupees Two Hundred

shall be concealed as directed including 230.90 Kg

Thirty Paise Ninety Only

necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive

solvent, including cost of all materials.S.O.R. Sr.

Providing and fixing 35mm thick shutters for

doors, Windows and clearstory windows Rupees Three Thousand

30 1.70 including blcknamelled M.S. butt hinges with 3194.23 One Hundred NinetyFour Kg

necessary screws. (A) Indian teak Wood. (i) Paise TwentyThree Only

Fully Panelled. (upto 10 ton)S.O.R. Sr. No.

Providing and fixing PVC SWR Nahni Trap is

14735 for drain 100 mm dia. with Jali of the

following nominal dia of self cleaning design Rupees Three Hundred

31 4.00 with C.I. screwed down or hinged grating 372.24 SeventyTwo Paise Kg

including the cost of cutting and making good TwentyFour Only

the walls.S.O.R. Sr. No. 23068, It. No.

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated according to

but may be in Figure in Words estimated

more or quantities.

Constructing brick masonry chamber for under

ground C.I. Inspection chamber and bends with

bricks having crushing strength not less than

Kg/cm2 in cm. 1:5 C.I. Cover with frame (light

duty) 455 mm. X 610 mm. Internal dimensions,

total weight of cover with frame to be not less

than 38 Kgs. weight of cover 23 Kg. and wt. of

frame 15 Kg) R.C.C. top slab with 1:2:4 mix(1 Rupees Two Thousand

32 5.00 cement : 2 coarse sand : 4 graded stone 2691.55 Six Hundred NinetyOne Kg

aggregate 20 mm. size ) foundation concrete Paise FiftyFive Only

1:5:10 inside plaster 15 mm. thick with cement

mortar 1:3 finished smooth with a floating coat

of neat cement on walls & abed concrete etc.

complete (I) inside dimensions, 455 mm.

mm. And 450 mm. Deep for single pipe line

S.O.R. Sr. No. 24016A, Item No.

Providing and fixing M.S. grills of required

pattern to wooden frames of windows etc. with

M.S. flats at required spacings and frame

around, square or round bars with round headed Rupees SixtyNine Paise

bolts and nuts or by screws. TwentySix Only

(A) Plain Grills (more than 10 ton)S.O.R. Sr.

No. 10025A, Item No.

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated according to

but may be in Figure in Words estimated

more or quantities.

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

Rupees Three Thousand

bracket plates, guide channels and arragements

34 48.30 3812.43 Eight Hundred Twelve Sqm

for inside and outside locking with push-pull

Paise FourtyThree Only

operation including the cost of hood cover and

spring etc. complete.(A) Shutters having width

below 3.5 M.S.O.R. Sr No. 11005A, It. No.

` Add for Electrification @ 10.0% :-

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No. Estimated according to

but may be in Figure in Words estimated

more or quantities.

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

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 :

Signature of contractor Chief Officer

KALAVAD NAGARPALIKA

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated according to

but may be in Figure in Words estimated

more or quantities.

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

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.

In RCC item when there is change in grade of concrete mix or change in consumption of cement as per actual mix design then the difference in

consumption of cement shall be deducted from the rate of original item valued at the star rate as mentioned in tender. However no extra payment

shall be made for use of additional Quantity of cement as per actual concrete mix design. Concrete mix design shall be done in GERI laboratory only.

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.

Testing of materials be as per statement attached with the Specifications, the materials shall be tested in G.E.R.I. Bill for testing shall be paid by the

5) Executive Engineer and 1% of the (one percent) of amount put to tender after shall be recovered from the running account bills of the works. (As

per G.R. (R&B) Deptt., No. TNC/1085/4/C dtd. 20.12.91.

6) The contractor shall quote even "NIL" if no reduction is proposed.

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

7) Government Gazette Extra ordinary dated 12.12.04. Implementation of building and other construction workers regulation of equipments and

conditions of service Act-1996)

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

The contractor is solely responsible to bare all applicable taxes. I.e. GST etc. and department will not entertain any contractor representation to

reimburse any financial burden due to applicable taxes : i.e. GST etc.

Signature of contractor Chief Officer

KALAVAD NAGARPALIKA