Construction Work for FP-116 Shopping Center at Viramgam Nagarpalika, Viramgam. (15th Finance Grant)

Name of Work :- Construction Work for FP-116 Shoping Center At Viramgam

Nagarpalika , Viramgam.

Memorandum showing items works to be carried out :

Item QuantitiesE Item Of Work Tendered Unit Total Amount

Item QuantitiesE Item Of Work Tendered Unit Total Amount

No. stimated Rate according to

Qty. In Figure estimated

Excavation for foundation upto 1.5 m depth including sorting out

1 136.00 and stacking of useful materials and disposing off the excavated 117.08 Cu.Mt

stuff upto 50 Meter lead.(A) Loose or soft soil

Excavation for foundation for depth from 1.5m to 3.0m including

1A 39.00 sorting out and stacking of useful materials and disposing off the 129.81 Cu.Mt

excavated stuff upto 50 Meter lead. (A) Loose or soft soil

Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and watering.

Providing and laying cement concrete 1:4:8 (1-Cement : 4- coarse

sand : 8- Crushed stone aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A) Foundation and Plinth

Earthwork for embankment including breaking clods, dressing with

all lead and lift and including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry density including filling

the depression which occur during the process using power roller

8T to 10T.(E) From Borrow area within 3.0KM. lead (more than

Filling in plinth with sand under floors including watering ramming,

consolidating and dressing complete

Providing & laying in position controlled reinforced cement

concrete M- 250 and curing complete including cost of form work

and excluding cost of reinforcement in reinforced concret for

following grades, machined batched & machine vibrated design mix

6 16.00 concrete using graded hard (black trap) stone aggregate of 20mm 4927.33 Cu.Mt

nominal size obtained from quarry including mechanical mixing,

mechanical vibrating, compaction, finishing, curing Completed as

approved by the Architect and Engineer-in-charge, (A) Foundations

footing base of columns and mass concrete.

Providing & laying in position controlled reinforced cement

concrete M- 250 and curing complete including cost of form work

and excluding cost of reinforcement in reinforced concret for

following grades, machined batched & machine vibrated design mix

7 20.00 concrete using graded hard (black trap) stone aggregate of 20mm 7977.14 Cu.Mt

nominal size obtained from quarry including mechanical mixing,

mechanical vibrating, compaction, finishing, curing Completed as

approved by the Architect and Engineer-in-charge,., (D) Coulmns,

Pillars, posts and strut upto floor two level.

Providing & laying in position controlled reinforced cement

concrete M- 250 and curing complete including cost of form work

and excluding cost of reinforcement in reinforced concret for

following grades, machined batched & machine vibrated design mix

8 17.00 concrete using graded hard (black trap) stone aggregate of 20mm 5834.84 Cu.Mt

nominal size obtained from quarry including mechanical mixing,

mechanical vibrating, compaction, finishing, curing Completed as

approved by the Architect and Engineer-in-charge, (C) Ground

beam / Plinth Beam

Providing & laying in position controlled reinforced cement

concrete M- 200 and curing complete including cost of form work

and excluding cost of reinforcement in reinforced concret for

following grades, machined batched & machine vibrated design mix

9 23.00 concrete using graded hard (black trap) stone aggregate of 20mm 6230.04 Cu.Mt

nominal size obtained from quarry including mechanical mixing,

mechanical vibrating, compaction, finishing, curing Completed as

approved by the Architect and Engineer-in-charge, Slab Beam. Up to

Providing & laying in position controlled reinforced cement

concrete M- 200 and curing complete including cost of form work

and excluding cost of reinforcement in reinforced concret for

following grades, machined batched & machine vibrated design mix

10 1.00 concrete using graded hard (black trap) stone aggregate of 20mm 6192.22 Cu.Mt

nominal size obtained from quarry including mechanical mixing,

mechanical vibrating, compaction, finishing, curing Completed as

approved by the Architect and Engineer-in-charge,. Lintal Up to All

Providing & laying in position controlled reinforced cement

concrete M- 200 and curing complete including cost of form work

and excluding cost of reinforcement in reinforced concret for

following grades, machined batched & machine vibrated design mix

11 1.00 concrete using graded hard (black trap) stone aggregate of 20mm 7091.75 Cu.Mt

nominal size obtained from quarry including mechanical mixing,

mechanical vibrating, compaction, finishing, curing Completed as

approved by the Architect and Engineer-in-charge, CHHAJJAS Up to

Providing & laying in position controlled reinforced cement

concrete M- 200 and curing complete including cost of form work

and excluding cost of reinforcement in reinforced concret for

following grades, machined batched & machine vibrated design mix

12 45.00 concrete using graded hard (black trap) stone aggregate of 20mm 6202.61 Cu.Mt

nominal size obtained from quarry including mechanical mixing,

mechanical vibrating, compaction, finishing, curing Completed as

approved by the Architect and Engineer-in-charge, SLABS Up to

Providing & laying in position controlled reinforced cement

concrete M- 200 and curing complete including cost of form work

and excluding cost of reinforcement in reinforced concret for

following grades, machined batched & machine vibrated design mix

13 3.00 concrete using graded hard (black trap) stone aggregate of 20mm 7922.85 Cu.Mt

nominal size obtained from quarry including mechanical mixing,

mechanical vibrating, compaction, finishing, curing Completed as

approved by the Architect and Engineer-in-charge, staircases Up

Providing TMT Bar FE 500D reinforcement for R.C.C. work

14 15250.00 including bending, binding and placing in position complete upto 76.21 Kg

floor two level (upto 10 ton)

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and

plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B)

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and

16 45.00 plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand) for brick 4295.99 Cu.Mt

work in superstructure above plinth level upto floor two level (B)

(i) Half brick masonry in common brunt clay building bricks

having crushing strength not less than 35 Kg/Sq.Cm. in Cement

17 223.00 mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth 642.65 Sq.Mt

for brick work in superstructure above floor two level (B)

Coventional (upto 10 ton)

Providing 10mm thick cement plaster in single coat on brick /

concrete walls for interior plastering up to floor two level and

finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-

Providing 15mm thick cement plaster in single coat on

brick/concrete wall for interior polastering up to floor two level

19 640.00 and finished even and smooth with (II) cement mortar 1:4 (1 157.17 Sq.Mt

cement : 4 sand) curing etc. Completed as approved by the Architect

and Engineer-in-charge,

20 mm. Thick sand faced cement plaster {GUTKA} on walls upto All

height above ground level consisting of 12 mm. Thick backing coat

20 372.00 of c.m. 1:3 (1 cement : 3 sand) and 8 mm. Thick finishing coat of c.m. 300.66 Sq.Mt

1:1 (1 cement : 1 sand) etc. Completed as approved by the Architect

and Engineer-in-charge,

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm

(average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on

new surface or fixing on existing flooring by adhesive material

including dismentaling of existing flooring and jointed with color

cement slurry including finised with flush pointing & cleaning the

surface etc. complete for antiskit

Providing and laying white glazed tiles 6mm thick in flooring treads

of steps and landing laid on a bed of 12mm thick cement mortar 1:3

22 85.00 (1-cement : 3-coarse sand ) finishing with flush pointing in white 970.07 Sq.Mt

cement. (upto 10 ton)

Providing and laying Both side mirror polished Black Granite stone

slab 18 mm (Average) thick of approved quality incl. full moulded

23 20.00 round front edge fixed in wall for partition and jointed with grey 2001.82 Sq.Mt

cement slurry including rubbing and polishing etc. complete. RA-10

Distempering (Two coats) with oil bound washable distemper of

approved brand and manufacture and of required shade on wall /

ceiling surface to give an even shade over and including a primer

coat with with alkali resistance primer of approved brand and after

thoroughly brushing the surfaceto give an even shade after

thoroughly brushing the surface free from mortar droppings and

24 640.00 other foreign matter and also including preparing the surface even 117.43 Sq.Mt

and smooth for 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

thoroughly brushing the surface free from mortar dropping and

other foreign matter and sand papered smooth.Completed as

approved by the Architect and Engineer-in-charge,

Wall painting two coats with weather proof acralic emulsion APEX

paint of approved brand & manufacture and of required shade on

exterior wall surface to give an even shade over and including a

25 372.00 primery coat with alkaly resistance primer of approved brand after 114.53 Sq.Mt

throughly brushing surface to remove all dirt and remains of loose

powdered materials etc comp. for all height as approved by the

Architect and Engineer-in-charge,

Providing and laying broken chine 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

26 249.00 mortar creme out upto surface using white cement including 747.29 Sq.Mt

rounding off junctions and extending them upto 15 cm along the

wall,clearing with water and oxalic acid etc. as directed.

Providing and fixing alluminium ventilation of section with frame of

63mm x 38.10mm x 1.2mm ( jindal section: 2434 @ wt. 0.643 kp

per mt.) with colour anodized alluminum frame for ventilation with

5mm thick frosted glass as details etc Completed as approved by

the Architect and Engineer-in-charge, for ventilation.

Provoding and fixing flush door shutters, solid core construction

with frame of first class hardwood with cross board and face veneer

or plywood face panels, including anodised alluminium butt hinges

with necessary screws. (B) Non-decorative type and block board

28 9.00 core anodised alluminium butt hinges in flush door shutters (2) 35 2714.14 Sq.Mt

mm thick. Providing for using bright finished M.S. piano hinges of

(A) Nickel plated piano hinges. providing vision panel not exceeding

0.1 Sq.M. in all types of flush doors. (A) Rectangular or Square.

Providing erecting and fixing double coated Syntex or eqivent PVC.

(ISI) mark water tank of required capicity each with all necessary &

29 1000.00 connection etc complete on terrace and testing.Completed as 3.95 Liter

approved by the Architect and Engineer-in-charge,

Providing and fixing , testing, and laying and jointing of CPVC pipes

Supreme make or equivalent for cold and hot water supply as per

ASTM-D-2846, SCH-40 & Sch-80 complete with Solvent weld Sch-

30 40-80 fitting such at tees, crosses,plugs, sockets, elbows, reducers,

clamps,sleeve pieces suspenders, unions, check nuts,bends etc. for

External water supply Exposed on wall pipe work.SCH-80.

30E 50.00 50 mm ( Riser,Supply pipe work) 653.77 R.Mt

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2

working pressure poluthene pipes of the following outside Dia. Low

31 90.00 densidy, complete with special falnge compression type fittings, 336.24 R.Mt

wall clipsetc. including making good the wall ceiling and floor.(E)

Providing, laying and jointing in true line and level 110 diametre

U.P.V.C (Type B) conforming to IS 13592-1992 with one end plain

and other end socketed with rubber ring, & fittings conforming to

ISI 14735-1999 of approved make for drainage system pipe line,

pipe shall be jointed with each other with rubber lubricant, pipe

32 16.00 shall be fixed on wall using of PVC clamp of the size 110 mm 835.15 R.Mt

diametre x 149 mm length x 145 mm heigh at every 2000 mm

center to center or shall be concealed in walls as directed including

necessary fittings such as bends, shoes etc. including testing of

pipes and joints and jointed with adhesive solvent cement including

cost of all materials.

Providing and fixing wash basin with pedestal of std. Height with

single hole for pillar tap with C.I or M.S brackets painted white /

fixing in granite platform including cutting holes and making goods

33 3.00 the same including C.P. brass waste and waste pipes (A) Vitreous 2292.70 R.Mt

china. including 15 mm dia Pillar tap and Stop cock (II) Flat back

washbasin 550 mm x 400 mm size (I) in white or colour Rate

Pro. & Fix. wash down water closet (European W. C. pan) with

integral "P" or "S" trap and PVC fushing cistern with fittings etc

comp incl plastic sheet cover including jointing trap with pipe in cm

34 3.00 1:1 and connecting cistern with closet & Jet spray heavy duty with 4029.90 Nos

S.S. Braided hose 60 cm long & 2 No. 15 mm dia Stop cock (a )

Vitreous china in white or color

Rate Analysis No.

Providing and fixing urinal of approved quality connecting the

urinal with waste pipe, trap & 15 mm dia Stop cock etc.

complete. (A) White earthen ware flat back or corner type size

Providing and fixing PVC Cowl vent of following dia etc

complete as directed (A) 110 mm Dia

Providing and fixing PVC SWR Nahni Trap IS 14735 for drain -

mm diameter with jali of the following nominal diameter of self

cleansing design with C.I. screwed down or hinged grating including

the cost of cutting and making good the walls.

Providing and fixing Screw down Quarter turn bib taps of

38 12.00 following size (A) Brass screw down Bib tap (I) 15 mm dia 186.83 Nos

{Plumber, Mark, Esco equivalent brand}

Constructing brick masonary chamber for under ground C.I.

Inspection chamber and bends with bricks having crushing strength

not less than 35 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 cement :

coarse sand : 4 graded stone aggregate 20 mm. size ) foundation

concrete 1:5:10 inside plaster 15 mm. thick with cement mortar 1:3

finished smooth with a floating coat of neat cement on walls & bed

concrete etc. complete. (I) inside dimensions, 455 mm. x 610 mm.

And 450 mm. Deep for single pipe line.

(B) Providing sock pit of 5.00 Cu.M. Volume including excavating

and filling brickbats with dry masonry work at top for 45cm.

40 1.00 height including covering the top with stone including providing 3372.19 Nos

vatas in C.M. 1:3 with finishing curing etc. complete as directed.

Providing construction of Septic tank of size 4.20x2.30x2.00 mt

including necessary excavation BBCC 1:5:10 Brick masonary work

41 1.00 in CM 1:5 RCC top Slab M-200 half brick masonary partition 15mm 68135.61 Nos

thick cement plaster in CM 1:4 main hole with C.I. cover etc.

Providing and fixing rolling shutters of approved make made of

80mm wide M.S. laths inter-locked together through their entire

length and jointed together at the ends by end lock smounted on

42 77.00 specially designed pipe shaft with bracket plates, guide channels 4495.02 Nos

and arragements for inside and outside locking with push-pull

operation including the cost of hood cover and spring etc. complete.

(B) Shutters having width 3.5 M. and above

Construction of Granular Sub Base (GSB) by providing coarse

graded material of grading-1 spreading in unifprm layers with

43 15.00 motor grader on prepared surface,mixing by mix in place method 1524.09 Cu.mt

with rotavator at OMC,and compacting with vibratory roller to

achieve the desired density,complete as per MORT specification.

Providing and fixing pre-cast Rubber Dye inter locking concrete

block 60mm thick with grade of concrete M300 pnumatic

compressed by mechanically pressed and as per approved design

44 97.00 confirming to IS 15658:2006 including 35mm Sand layer for 686.90 Sq.mt

levelling and filling the joint with sand in proper line and level as

per guidelines of IRC SP 63 -2018 etc. complete.

Estimated amount Estimated amount

Put to tender Rs …4175002.44 Put to tender Rs…4175002.44

Deduct .............% below Rs………… Add............% above Rs……………

Total Rs………… Total Rs……………

(*Please strike out whichever is not applicable).

Note : 1 All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as

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Note : 2 All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the

contractor under this signature.

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Note : 3 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for

work under all conditions, site, moisture, weather etc.

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Note : 4 To be continued on additional sheets, if found necessary.

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Viramgam Nagarpalika