Repairs To Staff Quarters Campus At Kaprada Ta- Kaprada, Dist: Valsad (Parking shade Paver Block Compound Wall Repairing work)

Sr. Description of Item Quantity Unit Rate Amount

1 Excavation for foundation upto 1.5 m depth including sorting out and 179.80 Cum 117.08

stacking of useful materials and disposing off the excavated stuff

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

2 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse 18.00 Cum 3005.76

sand : 6- machine cut stone aggregates 40 mm nominal size) and

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

3 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse 16.90 cum 3683.34

sand : 4- graded stone aggregates 20 mm nominal size) and curing

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

4 Steel work, welded in built up sections framed work including cutting, 3600.00 kg 90.48

hoisting, fixing in position and applying a priming coat of read lead

paint & two coat oil paint. (A)In beams and joists, channels angles

Tees, flats, with connecting plates or angle cleats as in main and

cross beams. Hip and jack rafters, purlins conneted to common

rafters and the like..

5 Providing and fixing of Ridge flashing for roof panel shall be made 120.00 Sqmt 858.67

out of 0.5 mm thick pre coated GI sheet . The Precoated sheet shall

be of minimum 240 mpa steel grade confirming to IS 14246:1995 and

shall have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7

microns epoxy primer on both side of the sheet and polyester top

coat 15-18 micron. The PPGI Sheet shall have plastic protective

guard film of minimum 25 microns to avoid scratches during

transportation. The ridge shall be fixed to the steel members by pop

rivet or self drilling/self stitching fastners @ maximum 450 mm c/c

along length of capping/flashing etc complete .

6 Providing and fixing pre-cast Rubber Dye inter locking concrete block 120.00 Sqm 686.90

60mm thick with grade of concrete M30 pnumatic compressed by

mechanically pressed and as per approved design confirming to IS

15658: 2006 including 35mm Sand layer for levelling and filling the

joint with sand in proper line and level as per guidelines of IRC SP

63-2018 etc complete.

7 Excavation for foundation 1.50 mt to 3.00 mt depth including sorting 120.00 Cum 273.54

out and stacking of useful materials and disposing the excavated

stuff upto 50 mt lead (C) Hard Murrum

8 Providing and laying controlled cement concrete M.150 and curing 15.50 Cum 3894.07

complete including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in (A) Foundations and

9 Providing and laying controlled cement concrete M.250 and curing 24.30 Cum 4864.16

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in(A) Foundations,

footings, and Mass concrete. footing

10 Providing and laying controlled cement concrete M-250 and curing 2.50 Cum 7614.39

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in Columns, pillars posts

and struts up to Plinth

11 Providing and laying controlled cement concrete M-200 and curing 3.40 Cum 7617.42

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in Columns, pillars posts

and struts For Ground FLOOR

12 Filling available excavated Earth (Excluding Rock) in trench plinth 208.90 Cum 130.39

side of foundation . in layer not excluding 20 cm in depth

consolidation each deposited layer by ramming and watering etc.

13 Providing and laying controlled cement concrete M-250 and curing 7.70 Cum 5826.69

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in Ground & Plinth

14 Brick work using common burnt clay building bricks crushing strength 24.30 Cum 4295.99

not less than 35 Kg/Sq.cm. in super structure above plinth level upto

floor two level in cement mortar 1:6 (1cement : 6 fine sand) (B)

Conventional For Ground Floor

15 Providing and laying controlled cement concrete M-200 for RCC 2.60 Cum 5783.26

work and curing complete including the cost of form work but

excluding the cost of reinforcement for reinforced concrete work in

coping on Ground Floor

16 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 4515.00 Kgs 76.21

bending, binding and placing in position complete up to All floor Level

17 20 mm Thick sand faced Gutka cement plaster on walls for all height 451.10 Sqm 300.66

above ground level consisting of 12 mm Thick backing coat of c.m.

1:3 (1 cement : 3 sand) and 8 mm Thick finishing coat of c.m. 1:1 (1

cement : 1 sand) with 1x1cm Groves at juction of structure member

etc. complete.all height

18 Wall Painting (Two coats) with weather proof acraylic emulsion paint 894.00 Sqm 114.53

of approved brand and manufacture and of required shade on

exterior wall surface to give an even shade over and including

primery coat with Alkaly resistance primer of approved brand after

thoroughly brushing surface to remove all dust and remains of loose

powdered material etc. copm. for all height

Deputy Executive Engineer, Executive Engineer

Dharampur (R&B) Sub Division Valsad (R&B) Division

Dharampur Valsad

I/We am/are willing to carry out the work at ………………………………………………..% above/below (percent should be

written in figures and words) of the estimated rates mentioned above. Amount of my/our tender works out as under.

*Estimated amount *Estimated amount

Put to tender Rs…1678550.63 Put to tender Rs…1678550.63

Deduct ……. % below Rs……………… Add ……. % Avove Rs…………..….

Net Rs. ……………… Total Rs. ………….…

In words ………………….…………………… In words ………………….

*( please strike out whichever is not applicable)

An Amount of 0.00/- (Rupees ) shall be recovered from the 1st RA Bill of this work towards salvage value of dismentalled /

Diversion material likely to be available from dismentalling the Dismentaling of stone flooring irrespective of the

dismentalled quantity actuallly received on site.

All works shall be carried out as public works department Handbook and other

specification of Division or as directed.

All the columns in schedule should be filled in ink or ballpen and the total of the

entries in last column should be struck by the contractor under his signature.

Rate quated 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.

The Contractor shall exhibit a board with detailed specification and details of work

as directed by the Engineer-In-Charge for which no extra payment shall be made.

The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

GST and Income tax TDS will be deducted at a source while making payments of bills

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in

S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item at

the rate of input rate mentioned in all the tender.

To be continued on additional sheet,if found necessary.

Deputy Executive Engineer, Executive Engineer

Signature of the contractor Dharampur (R&B) Sub Division Valsad (R&B) Division

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