S.R. to C-Type,A-Type, B-Type Qtrs at Tin Darwaja & B-Type & C-Type Qtrs at Malanpada (Repairs to Drainage Work, Water Proofing, Paver Block, Compound Wall & Internal Road) Ta. Dharampur, Dist. Valsad.

Sr. Description of Item Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar including stacking of 1506.00 Sqm 48.20

serviceable materilas and disposal of unserviceable materials with all

2 Providing and laying water proofing treatment with china mosaic tiles 1506.00 Sqm 1099.89

flooring over avg 50 mm C.C. 1:2:4 bedding for maintaining slope for

plain and curve surface & 12 mm to 20 mm of broken piece not more

than 2.5CM of ceramic / glazed tiles ( one for more colour as directed

) to be laid over cement mortar bedding of C M 1:3 (1 cement :

sand ) contain water proofing materials per bag of cement useas

specified by manufactured and slops to be tempered to bring mortar

up to surface with using white cement and colour pigment including

rounding of junctions and extending them up to 15 cm along the wall

and curing with bends any patens or design as per drawing and

cleaning by using oxalic acid etc. complete.

3 Excavation for foundation upto 1.5 m depth including sorting out and 138.00 Cumt 117.08

stacking of useful materials and disposing off the excavated stuff

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

4 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse 66.00 Cumt 3005.76

sand : 6- hand broken stone aggregates 40 mmnominal size) and

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

5 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking 782.00 Sqm 686.90

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm Sand layer for

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

guidlines of IRC : SP 63-2018 etc. Complete.

6 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working 338.00 Rmt 336.24

pressure poluthene pipes of the following outside Dia. Low densidy,

complete with special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and floor.(G)110 mm

7 constructing brick masonary Chamber for underground C.I. 8.00 No 2932.92

inspection chamber and bends with brick having crushing strength

not less than 35Kg/sm in cm 1:5 including FRP cover with frame

midium duty for taking load of 10 ton R.C.C. top slab (1:2:4) (1

cement 2 coarse sand 4 graded stone aggregates 20 mm size)and

foundation concrete 1:5:10 inside plastering 15 mm thick with cement

mortar 1:3 finishing smooth with a floting coat of neat cement on

walls and bed concrete etc comp (I) Inside dimentions 455mm X

610mm X 450mm deep for single pipe line.

9 Excavation for foundation for depth from 1.5 m to 3.0 m including 34.00 Cumt 162.56

sorting out and stacking of useful materials and disposing off

the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

10 Providing and laying controlled cement concrete M.150 and curing 6.00 Cumt 4100.64

complete including the cost of formwork and excluding reinforcement

for reinforced concrete work in (A) Foundations and plinth pcc

11 Providing and laying controlled cement concrete M.250 and curing 6.00 Cumt 4501.91

complete including the cost of formwork and excluding reinforcement

for reinforced concrete work in (A) Foundations, footings, and Mass

concrete. footing

12 Providing and laying controlled cement concrete M-250 and curing 3.00 Cumt 7131.44

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

reinforcement for reinforced concrete work in (d) columns Up to Plinth

13 Providing and laying controlled cement concrete M-200 and curing 2.00 Cumt 7086.16

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

reinforcement for reinforced concrete work in Columns, pillars posts

and struts G.FLOOR

14 Filling foundation and plinth with murrum or selected soil in layer of 61.00 Cumt 289.06

20 cm in thickness including ramming watering and consolidating etc.

15 Providing and laying controlled cement concrete M-250 and curing 4.00 Cumt 6058.46

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

reinforcement for reinforced concrete work in Ground & Plinth

16 Brick work using common burnt clay building bricks having crushing 7.00 Cumt 4295.99

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

Cement Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional

17 Providing and laying controlled cement concrete M-200 for RCC 2.00 Cumt 6252.33

work and curing complete including the cost of form work but

excluding the cost of reinforced concrete work in coping on Ground

18 Providing IS Mark TMT FE 500D bar reinforcement for RCC work 3698.00 Kgs 76.21

including bending & placing in position complete up to All floor Level

19 Providing 20 mm thick double coat mala cement plaster on interior 96.00 Sq.Mt 272.48

brick / concrete work for plastering comprising of base coat of 12 mm

thick cement plaster in cement mortar (1 Cement : 4 coarse sand) in

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

Cement : 2 Coarse sand) finished with trovel including scaffolding

curing etc. complete

20 Wall Painting (Two coats) with weather proof 100 % acraylic 96.00 Sq.Mt 114.53

emulsion (Apex or equivalent type) paint 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.

21 Providing &laying ave. 200 mm thick M-250 grade of controlled 89.70 Cumt 5815.58

cement concrete including dressing sub base providing and laying

200 micron thick LDPE memberance over prepared sub base

providing and mixing recron 3s fiber at 875 gm/cmt. of concrete

placing the concrete and leveling with surface vibrator finishing the

surface with power floater and trowel light brooming on the surface

as directed including Providing and filling exparsion joint having size

20 mm x 115 mm & filling the expansion joint having size 20 mm x

20mm by using cloper -200 as per manufacturer's specification and

making construction joint having size 10 mm x 10mm by using

concrete cutter machine etc. complete.

22 Providing and fixing pre-cast concrete kerb stone of gray cement 238.00 Sq.Mt 361.64

based concrete block 30cm length,30cm height and 15cm thick of

M250 grade concret as per approved design and including

excavation for fixing in proper line and level,filling the joint with C:M

1:3 (1cement:3fine sand) etc complete.

23 Providing, laying (to level or slopes) and jointing reinforced concrete 80.00 Rmt 649.92

Light duty non-pressure pipes I.S. class NP3 of the following internal

diameter with collars and butt ends prepared for collar joints including

testing of joints complete. (i) 300mm

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…3773680.08 Put to tender Rs…3773680.08

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

Dharampur Valsad