PMKKY 2022-23 CONSTRUCTION OF SARVAJANIK LIBRARY AT - SHANKAPURA, TALUKO :- VIJAPUR, DIST. MEHSANA.

Name of Work :- Construction of Sarvajanik Library At - Shankapura, Taluko :- Vijapur, Dist. Mehsana.

Memorandum showing items of works to be carried out

Item Quantities Items Description Estimated Rates Unit Total

No. estimated but In Words amount

may be more or According to

1 46.00 Cum. Excavation for foundation upto 1.5 m depth 78.05 Rupees Cum.

including sorting out and stacking of Seventy Eight

useful materials and disposing off the and Paise

excavated stuff upto 50 Meter lead.(A) Five Only

Loose or soft soil

2 32.20 Cum Filling available excavated earth excluding 88.86 Rupees Cum

rock in trenches plinth side of foundation Eighty Eight

etc. in layer not exceeding 20cm. In depth and Paise

consolidation each deposited layer by Eighty Six

ramming and watering. Only

3 29.30 Cum Filling foundation and plinth with murrum or 217.70 Rupees Two Cum

selected soil in layers of 20 cm. thickness Hundred

includind watering, ramming and Seventeen

consolidating etc. comp. and Paise

4 66.30 Sqm. Applying general insecticide pest control 71.90 Rupees Sqm.

treatment to floors, cupboards etc including Seventy One

labour material etc. complete. Using and Paise

Heptachloride 20 EC. As Per 6113_pests Ninety Only

Consentration Weight 0.50 percent is

recommended one litre chemical emulsion

dillute with 39 liter of water will give. Total

dillute concrentration will be 40 litre inclusive

of one litre chemical emulsion appication

Litre chemical / Sqm of surface is

recommended as per I.S

5 3.30 Cum Providing and laying cement concrete 1:2:4

(1- Cement : 2- Coarse sand : 4- graded Three

stone aggregates 20 mm nominal size) and Thousand

curing complete excluding cost of formwork Sixty Four

in (A) Foundation and Plinth and Paise

6 6.50 Cum Providing and laying nominal cement 3919.96 Rupees Cum

concrete M-200 in R. C. C. 1:1 1/2 :3 (1 Three

cement : 1 1/2 coarse sand : 3 graded stone Thousand

aggregate 20 mm. Nominal size) and curing Nine Hundred

complete including the cost of form work but Nineteen and

excluding the cost of reinforcement for Paise Ninety

R.C.C. work in foundation footing base of Six Only

column & mass concrete.

DTP LIBRARY AT SHANKAPURA

Item Quantities Items Description Estimated Rates Unit Total

No. estimated but In Words amount

may be more or According to

7 1.70 Cum Providing and laying nominal cement 5418.28 Rupees Five Cum

concrete M-200 in R.C.C. 1:1 1/2 :3 (1 Thousand

cement :1 1/2 coarse sand : 3 graded stone Five Hundred

agregate 20 mm. Nominal size) including Seventy

finishing smooth with curing complete Three and

including the cost of form work but excluding Paise Thirty

the cost of reinforcement for R.C.C. work in Eight Only

column Upto ground level.

8 8.80 Cum Providing & laying cement concrete 1: 3 : 6 ( 2870.72 Rupees Two Cum

1 Cement : 3 Coarse sand : 6 graded B.T Thousand

stone aggregate 20mm nominal size) Eight

Curing comp. including cost of form work in Hundred

foundation and plinth. Seventy and

9 2.10 Cum. Providing and laying nominal cement 6358.00 Rupees Six Cum.

concrete M-200 in R.C.C. 1:1 1/2 :3 (1 Thousand

cement :1 1/2 coarse sand : 3 graded stone Three

agregate 20 mm. Nominal size) including Hundred Fifty

finishing smooth with curing complete Eight and

including the cost of form work but excluding Paise Zero

the cost of reinforcement for R.C.C. work in Only

column for ground Floor

10 3.00 Cum Providing and laying nominal cement 4724.43 Rupees Six Cum

concrete M-200 in R.C.C. 1:1 1/2 :3 (1 Thousand

cement :1 1/2 coarse sand : 3 graded stone Three

agregate 20 mm. Nominal size) including Hundred

finishing smooth with curing complete Ninety One

including the cost of form work but excluding and Paise

the cost of reinforcement for R.C.C. work (c) Eighty Only

11 4.50 Cum. Providing and laying nominal cement 5134.72 Rupees Four Cum.

concrete M-200 in R.C.C. 1:1 1/2 :3 (1 Thousand

cement :1 1/2 coarse sand : 3 graded stone Eight

agregate 20 mm. Nominal size) including Hundred

finishing smooth with curing complete Forty Four

including the cost of form work but excluding and Paise

the cost of reinforcement for R.C.C. work for Ninety Only

Beam Ground Floor.

12 1.20 Cum. Providing and laying nominal cement 5714.42 Rupees Five Cum.

concrete M-200 in R.C.C. 1:1 1/2 :3 (1 Thousand

cement :1 1/2 coarse sand : 3 graded stone One Hundred

agregate 20 mm. Nominal size) including Thirty Four

finishing smooth with curing complete and Paise

including the cost of form work but excluding Seventy Two

the cost of reinforcement for R.C.C in Only

LINTELS Ground Floor.

DTP LIBRARY AT SHANKAPURA

Item Quantities Items Description Estimated Rates Unit Total

No. estimated but In Words amount

may be more or According to

13 0.70 Cum. Providing and laying nominal cement 5120.75 Rupees Five Cum.

concrete M-200 in R.C.C. 1:1 1/2 :3 (1 Thousand

cement :1 1/2 coarse sand : 3 graded stone Seven

agregate 20 mm. Nominal size) including Hundred

finishing smooth with curing complete Fourteen and

including the cost of form work but excluding Paise Forty

the cost of reinforcement for R.C.C in Two Only

CHHAJJAS Ground Floor.

14 8.00 Cum Providing and laying nominal cement 5115.44 Rupees Five Cum

concrete M-200 in R.C.C. 1:1 1/2 :3 (1 Thousand

cement :1 1/2 coarse sand : 3 graded stone One Hundred

agregate 20 mm. Nominal size) including Twenty and

finishing smooth with curing complete Paise

including the cost of form work but excluding Seventy Five

the cost of reinforcement for R.C.C in slabs Only

for Ground Floor.

15 2645.00 Kg Providing TMT Bar FE 500/500D 72.43 Rupees Five Kg

reinforcement for R.C.C. work including Thousand

bending, binding and placing in position One Hundred

complete upto floor two level. Fifteen and

16 11.00 Cum Brick work using common burnt clay building 2831.94 Rupees Cum

bricks having crushing strength not less than Seventy Two

35 Kg./Sq.m. in foundation and plinth in and Paise

cement mortar 1:6 (1 cement:6 fine sand) (b) Forty Three

Conventional. Only

17 15.00 Cum Brick work using common burnt clay building 3010.81 Rupees Two Cum

bricks having crushing strength not less than Thousand

35 Kg./ Sqm. in cement mortar 1:6 ( 1 Eight

cement : 6 Fine sand ) in super structure Hundred

above plinth level upto floor two level ( for Thirty One

G.F ) Conventional and Paise

18 5.00 Cum Brick work using common burnt clay building 3041.55 Rupees Cum

bricks having crushing strength not less than Three

35 Kg./ Sqm. in cement mortar 1:6 ( 1 Thousand

cement : 6 Fine sand ) in super structure Ten and

above plinth level upto floor two level ( for Paise Eighty

F.F ) Conventional. One Only

19 294.00 Kgs. Providing and fixing mild steel door with 40 x 70.80 Rupees Kgs.

40 x 6 mm angle for frame and for shutter Three

frame 30 x 30 x 3 angle. For windows frame Thousand

of angle 35 x 35 x 5 & for shutter windows 25 Forty One

x25 x 3 mm size angle and 18 gauge sheet and Paise

for panels & 10 mm dia bars at 10 cm c/c for Fifty Five

grill and 40 x 6 mm flats on edge of shutter, Only

& 20 x 6 mm binding patti, including one coat

of primer and two coats of oil painting etc.

comp. as per detail / as directed by Engineer

DTP LIBRARY AT SHANKAPURA

Item Quantities Items Description Estimated Rates Unit Total

No. estimated but In Words amount

may be more or According to

20 10.80 Sqm Providing and fixing extruded aluminum 2022.19 Rupees Four Sqm

window having extruded aluminum Colour Hundred

anodized section frame main outer size Eighty Five

63.5mm x 38.10mm x 1.95mm (of Jindal and Paise

Section no:4605,@ Wt.1.094 Seventy

Kg/mt),horizontal two track member size Seven Only

61.85mm x 31.75mm x 1.20mm (of Jindal

Section no:8687,@ Wt. 0.695 Kg/mt),vertical

member of size 61.85mm x 31.75mm x

1.30mm (of Jindal Section no:8758,@ Wt.

0.659Kg/mt) with sliding shutters of

horizontal member size 40mm x 18mm x

1.29mm (of Jindal Section no:8949 @ wt.of

0.456Kg/mt),vertical member 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 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

21 170.00 Kgs. Providing and fixing Safty grills of required 71.51 Rupees Kgs.

pattern for windows Rectangular CRC pipes Seventy and

of size 50 x 30 x 2mm at required spacing Paise Eighty

as per design including fixing rat mesh and Only

hold fasting with coach bolts including one

coat of primer and two coats of mattfinished

oil painting etc complete.

22 59.00 Sqm Providing and laying Vitrified tiles 8 to 10 mm 801.74 Rupees Sqm

thick , 24'' x 24'' in flooring treads of steps Three

and landing laid on a bed of 12mm thick Thousand

cement mortar 1:3 (1-cement : 3-coarse Three

sand ) finishing with flush pointing in white Hundred

cement. Fifteen and

23 3.00 Sqm Providing and laying Vitrified tiles 8 to 10 mm 821.89 Rupees Two Sqm

thick , 24'' x 24'' in skrting risers of steps and Thousand

dedo on 10mm thick cement plaster 1:3 (1- Twenty Two

cement : 3-coarse sand) and jointed with and Paise

white cement slurry Nineteen

DTP LIBRARY AT SHANKAPURA

Item Quantities Items Description Estimated Rates Unit Total

No. estimated but In Words amount

may be more or According to

24 5.40 Sqm Providing and laying Machine cut, Free 1496.82 Rupees One Sqm

edges, Machine polished Green Marble Thousand

stone slab 18 mm (Average) thick {Single Five Hundred

piece not more than 150 cm } for stair steps Thirty Six and

and riser as per design incl. full moulded Paise

round front edge & 1 cm nosing & necessary Seventeen

groobe on trade of steps laid on 20 mm thick Only

cement mortar 1:6 (1 -cement : 6 coarse

sand ) jointed with grey cement slurry

including rubbing and polishing etc.

25 59.00 Sqm Providing and laying broken china 499.50 Rupees Sqm

mosaic flooring for terrace using 12 mm Seventy One

to 20 mm broken pieces of glazed tiles to and Paise

be laid over cement mortar 1:3 to plain or Fifty One

slope and to be tempered to bring mortar Only

creme out upto surface using white

cement including rounding off junctions and

extending them upto 15 cm along the

wall,clearing with water and oxalic acid etc.

26 86.00 Sqm Providing 15mm thick cement plaster ( Mala 134.48 Rupees Eight Sqm

Trowel finish) in Single coat on Hundred One

brick/concrete walls for interior plastering and Paise

upto floor two level and finished even and Seventy Four

smooth in (i) Cement mortar 1:4 (1- Only

cement:4-sand) including finishing coat of

neat cement slurry for Ground Floor

27 28.00 Sqm Providing 15mm thick cement plaster ( Mala 149.65 Rupees Eight Sqm

Trowel finish) in single coat on brick/concrete Hundred

walls for interior plastering upto floor two Twenty One

level and finished even and smooth in (i) and Paise

Cement mortar 1:4 (1-cement:4-sand) Eighty Nine

including finishing coat of neat cement slurry Only

for First Floor

28 74.00 Sqm Providing 10mm thick cement plaster in 134.63 Rupees One Sqm

single coat on brick/concrete walls for interior Thousand

plastering upto floor two level and finished Four Hundred

even and smooth in (i) Cement mortar 1:3 (1- Ninety Six

cement:3-sand) including finishing with a and Paise

flating coat of neat cement slurry etc. Eighty Two

complete. for Ground Floor Only

29 114.00 Sqm Wall painting (two coats) with plastic 53.56 Rupees Six Sqm

emulsion paint of approved brand and Hundred

manufacture on undecorated wall surface to Seventy One

give an even shade including throughly and Paise

brushing the surface free from mortar Thirty Only

droppings and other foreign matter and sand

papered smooth.

DTP LIBRARY AT SHANKAPURA

Item Quantities Items Description Estimated Rates Unit Total

No. estimated but In Words amount

may be more or According to

30 74.00 Sqm Wall painting (two coats) with plastic 57.07 Rupees Six Sqm

emulsion paint of approved brand and Hundred

manufacture on undecorated Ceiling surface Ninety One

to give an even shade including throughly and Paise

brushing the surface free from mortar Forty Five

droppings and other foreign matter and sand Only

papered smooth.

31 145.04 Sqm 20mm thick sand faced cement plaster on 200.43 Rupees Four Sqm

walls upto height 10 metres above ground Hundred

level consisting of 12mm thick backing coat Ninety Nine

of C.M. 1:3 (1-cement : 3-sand) and 8mm and Paise

thick finishing coat of C.M. 1:1 (1-cement : 1- Fifty Only

sand) etc. complete.

DTP LIBRARY AT SHANKAPURA

Item Quantities Items Description Estimated Rates Unit Total

No. estimated but In Words amount

may be more or According to

32 145.04 Sqm. Finishing wall with weather proof exterior 76.36 Rupees One Sqm.

emulsion paint on wall surface (two coats) to Hundred

give an required shape even shade after Thirty Four

thoroughly brushing the surface to remove and Paise

all dirt, and remains of loose powdered Forty Eight

materials.etc complete Only

Deduct : Credit for Dismentalled Materials. (-)

Rupees Nine Lakhs Eighty Five Thousand Two Hundred Twenty Three and Paise Fifty Nine Only

I / we, am / are willing to carry out the works at______________% above / below percent (should be

written in figure and words)of the estimated rates mentioned above.

Amount of My / our Tender Work out as under.

* Estimated amount put to tender. Rs.

Deduct.___________% below Rs.

Nett Amount Rs.

* Estimated amount put to tender. Rs.

Add.___________% above Rs.

* (Please strike out whichever not applicable.)

1) All the work shall be carried out as per P.W.D.H.B. Vol. I & II (revised and other specifications of non schedule

items carried out as directed.

2) All the columns in the contractor be filled in ink and the total entries in the last columns should be struck by the

contractor under his signature.

3) Rate quoted include clearance of site ( prior to commencement of work and its close) in all respects and held good

for work under all conditions site moisture weather etc. )

4) The contractor shall exhibit a board as per Govt. circular No. B.D.3277/1557/C. Dt. 26/04/78 (M.Gujarat) with

detailed specifications and details of the work and cement involved at the site, without any payment as directed by

the engineer in charge.

5) Testing of materials shall be as per statement attached with the specification. The materials shall be tested in

GERI testing charges @ 1% of the amount as per the schedule - B shall be recovered from the contractor from the

running bills as per G.R. ( E & B ) deptt. No. TKC /1085/4-S dt. 20-12-91. Test results other than GERI will not be

6) 1.0 % of Construction cost of shall be deducted from bill amount of contract, as per the building and other

construction worker's welfare cess act. 1996. ( Labour & Employment Department letter No. C.W.A. - 2004 - 1831 -

M (3), Dt. 09/12/2005, Notification of Llabour & Employment Department Dt. 03-01-05- and labour & Employment

Department latter No. CWA/ 2004-841-M(3), Dt. 14-12-05)

DTP LIBRARY AT SHANKAPURA

Item Quantities Items Description Estimated Rates Unit Total

No. estimated but In Words amount

may be more or According to

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat (R&B) Sub Division Panchayat (R&B) Division

Vijapur Mehsana

DTP LIBRARY AT SHANKAPURA