Water Harvesting at Internal road at Tak Faliya in Gandevi Nagarpalika , Gandevi.

Name of Work :- Water Harvesting at Internal road at Tak Faliya in Gandevi Nagarpalika , Gandevi.

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT PUT TO TENDER

SR.NO SCHEDULE AMOUNT

TOTAL AMOUNT RS.

TOTAL AMOUNT RS.

I/We am/are willing to carry out the work @ ________% Above / Below _____________ Percentage

(shoulde writen in figures and words) of the Estimated rates mentioned above amount of my / our Tender works

Estimated Amount Estimated Amount

Put to tender Rupees=1300000 Put to tender Rupees=1300000

ADD % Rs. Deduct % Rs.

TOTAL Rs. TOTAL Rs.

IN WORDS. IN WORDS.

Seal Of Contractor

Vhivatdar Engineer Chief Officer

Gandevi Municipality Gandevi Municipality Gandevi Municipality

Gandevi Gandevi Gandevi

Name of Work :- Water Harvesting at Internal road at Tak Faliya in Gandevi Nagarpalika

Sr. Rate incl. Amount

Deascription Qty. Rate Per

Dismentaling the existing structure including removing and stacking the dismentelled

materials as and where directed. (A) R.C.C. work

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

2 useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense 74.38 151.81 153.32 Cum.

or Hard soil by Mechnical means

Providing and casting in situ ordinary cement concrete M - 150 P.C.C for R.C.C. raft and

3 cut off walls including necessary shuttering laying, vibrating ramming and curing 8.67 2959.00 2988.59 Cum.

Providing formwork of ordinary timber planking so as to give a rough finish including

centering,shuttering,strutting and propping etc. height of propping and centering

below supporting floor to celiling not exceeding 4 m. and removal of the same for in

sity reinforced concrete and for plain concrete work in.(A) Foundation,footingd,Bases

of columns etc. and mass concrete. ( up to 10 ton )

Providing and laying cement concrete M.250 for R.C.C. Foundations, footings, base of

columns, founation beams & mass concrete - below & upto Gl and curing complete

5 excluding the cost of formwork but excluding the cost of reinforcement for reinforced 23.78 3717.00 3754.17 Cum.

concrete work in (A) Foundations, footings,Base of columns and Mass concrete.( up to

Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including bending,

6 binding and placing in position complete upto floor two level. 2378.30 94.05 94.99 Kg

Providing and fixing Cattle Guard made up of mild steel ISMB 250 section and class

7 pipe section as per design and instructed by Engineer in charge complete 37.40 17581.84 17757.65 Smt.

Filling available excavated earth(excluding rock) in treanches,plinth,sides of

8 foundations etc. in layers not exceeding 20 cm. in depth consolidating each diposited 48.04 132.33 133.65 Cum.

layer by ramming and watering.

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

useful materials and disposing off the excavated stuff upto all lead.(B) Dense or Hard

soil by Manual means

Supplying and fixing reinforced concrete heavy duty nonpressure pipes with collars for

culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level

of slops of I.S. 458 / 1971 Class NP3 casted by vertically vibrated technology of

following internal diameter. (ii) 300 mm dia.

2 % Contingency

Name of Work :- Water Harvesting at Internal road at Tak Faliya in Gandevi Nagarpalika , Gandevi.

Measurement Sheet

Sr.No. Items No Length Width Depth Qty. Unit

Dismentaling the existing structure including removing and stacking the

dismentelled materials as and where directed. (A) R.C.C. work

TANK FALIYU 1 10.00 3.60 0.10 3.60 Cu.mt

TANK FALIYU 1 7.00 3.60 0.10 2.52 Cu.mt

Total 6.12 Cu.mt

Excavation for foundation upto 1.5 m depth including sorting out and

2 stacking of useful materials and disposing off the excavated stuff upto

Meter lead.(B) Dense or Hard soil by Mechnical means

TANK FALIYU 1 10.00 3.50 1.25 43.75 Cu.mt

TANK FALIYU 1 7.00 3.50 1.25 30.63 Cu.mt

Total 74.38 Cu.mt

Say 74.38 Cu.mt

Sr.No. Items No Length Width Depth Qty. Unit

Providing and casting in situ ordinary cement concrete M - 150 P.C.C for

3 R.C.C. raft and cut off walls including necessary shuttering laying, vibrating

ramming and curing complete.

TANK FALIYU 2 10.00 1.35 0.10 2.70 Cu.mt

TANK FALIYU 2 7.00 1.35 0.10 1.89 Cu.mt

Below grade slab :

TANK FALIYU 2 10.00 1.20 0.10 2.40 Cu.mt

TANK FALIYU 2 7.00 1.20 0.10 1.68 Cu.mt

Total 8.67 Cu.mt

Providing formwork of ordinary timber planking so as to give a rough finish

including centering,shuttering,strutting and propping etc. height of propping

and centering below supporting floor to celiling not exceeding 4 m. and

removal of the same for in sity reinforced concrete and for plain concrete work

in.(A) Foundation,footingd,Bases of columns etc. and mass concrete. ( up to

TANK FALIYU 4 10.00 0.50 20.00 Sq.mt

TANK FALIYU 4 7.00 0.50 14.00 Sq.mt

Total 98.60 Sq.mt

Say 98.60 Sq.mt

Providing and laying cement concrete M.250 for R.C.C. Foundations, footings,

base of columns, founation beams & mass concrete - below & upto Gl and

5 curing complete excluding the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in (A) Foundations, footings,Base

of columns and Mass concrete.( up to 10 ton )

TANK FALIYU 2 10.00 1.05 0.25 5.25 CUM

TANK FALIYU 2 7.00 1.05 0.25 3.68 CUM

Total 23.78 CUM

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

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

Total 2378.30 Kg

Sr.No. Items No Length Width Depth Qty. Unit

Providing and fixing Cattle Guard made up of mild steel ISMB 250 section and

7 class 80 pipe section as per design and instructed by Engineer in charge

TANK FALIYU 1 10.000 2.00 20.00 Smt

TANK FALIYU 1 7.000 2.00 14.00 Smt

Total 34.00 smt

10% Extra Say 37.40 Smt

Filling available excavated earth(excluding rock) in treanches,plinth,sides of

8 foundations etc. in layers not exceeding 20 cm. in depth consolidating each

diposited layer by ramming and watering.

(A) Excavation Qty.(Same Qty. as per Item No. 01) 1 80.50 - -

Ded. Of P.C.C. Qty. -1 8.67 -8.67

Ded. Of Concrete -1 23.78 -23.78

Net Available Net Ded. Qty. -32.45

Total 48.04 Cu.mt

Say 48.04 Cu.mt

Excavation for foundation upto 1.5 m depth including sorting out and stacking

9 of useful materials and disposing off the excavated stuff upto all lead.(B)

Dense or Hard soil

TANK FALIYU 10 0.75 1.5 11.25 Cum

TANK FALIYU 10 0.75 1.5 11.25 Cum

Total 22.5 Cu.mt

Sr.No. Items No Length Width Depth Qty. Unit

Supplying and fixing reinforced concrete heavy duty nonpressure pipes with

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

10 and laying (To level of slops of I.S. 458 / 1971 Class NP3 casted by vertically

vibrated technology of following internal diameter. (ii) 300 mm dia.

TANK FALIYU 1 10.000

TANK FALIYU 1 10.000

Total 20.00 Rmt