Repairs To Residential Quarters at Malanpada Type- C And Category B-12 Ta. Dharampur Dist- Valsad (Repairing of Drainage Parking And Paver Block etc.)

Sr. Description of Item Quantity Unit Rate Amount

1 Excavation for foundation upto 1.5 m depth including sorting out and 151.00 Cu.Mt 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 101.00 Cu.Mt 3005.76

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

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

3 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking 1003.00 Sq.Mt 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.

4 Providing and Laying homoginious Grey cement based concrete 184.00 Rmt 361.64

kerbing of size 30 cm x 30 cm x 10 cm size as per detailed drawing

having grade of concrete M25 grade, including necessary excavation,

BBCC 1:5:10 7.5 cm as per ddetailed drawing fixing in line and level,

filling joints in CM 1:3 with smooth finished, white washing three

coats etc. complete as directed by Engineer in charge.

5 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working 80.00 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

6 Providing laying (to level or slopes) and jointing reinforced concrete 141.00 Rmt 665.47

Light duty non-pressure pipes I.S. class NP2 of the following internal

diameter with collars and butt ends prepared for collar joints including

testing of joints complete.(D) 300mm

7 Providing and laying controlled cement concrete M-250 and curing 22.00 Cu.Mt 5125.54

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

reinforcement for reinforced concrete work in Footing and Mass

8 Compaction and finishing of cement concrete road by trimix M.250 216.00 Cu.Mt 63.63

process providing extra Labour charges for the trimix vacume .

dewatering service process on cement concrete road sutface by

using vacuum dewatering pump floater surface vibrator including

making groves and rough finish to surface including leveling etc

9 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 972.00 Kg 76.21

bending, binding and placing in position complete upto floor two level

10 Steel work, welded in built up sections framed work including cutting, 2250.00 Kg 90.47

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..

11 Providing and fixing of Ridge flashing for roof panel shall be made 90.00 Sq.Mt 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 .

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…1678919.95 Put to tender Rs…1678919.95

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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