CONSTRUCTION OF LOW LEVEL CAUSEWAY ON WAY FROM KHATRIVADBARI TO KALYANESWARMAHADEV TEMPLE & MAMLATDAR OFFICE DHADIYO FOR KALAVAD MUNICIPALITY, KALAVAD DIST. JAMNAGAR. (2ND ATTEMPT)

Name of Work :- Construction of low level causeway on way from khatrivad bari to kalyaneswar mahadev temple and Construction of Causeway,

Mamlatdar Office no Dhadiyo for Kalavad Municipality, at Kalavad

Quantity Unit Item Items of work. Tendered rates Per Total amount

Quantity Unit Item Items of work. Tendered rates Per Total amount

estimated No. according to

but may be Rs. In figure Rs. In words estimated

more/less quantity.

383.00 Cum. 1 Demolition including stacking of serviceable 1108.12 one thousand one hundred Cum.

materilas and disposal of unserviceable eight rupees and twelve

materials with all lead and lift. paise

433.00 Cum. 2 Excavation for foundation in all strata with all 507.15 five hundred seven rupees Cum.

depth incl. sorting out and stacking of useful and fifteen paise

materials and depositing of the excavated stuff

with all lead and lift.

167.00 Cum. 3 Providing and filling in foundation with nominal 3362.24 three thousand three Cum.

mix concrete M.150 mix and providing hundred sixty-two rupees

necessary vertical pin headers including and twenty-four paise

formwork,laying,vibrating, ramming finishing if

necessary and curing etc.complete as per

specifications.

154.00 Nos. 4 Providing and fixing steel dowel bars of grade 450.06 four hundred fifty rupees and Nos.

Fe-415(TMT) of 32mm dia. For anchoring by six paise

drilling holes in foundation strata including

necessary bending,hooking of dowel bars and

grouting the holes complete as per detailed

drawing and as directed.

206.00 Cum. 5 Providing and casting in situ controlled cement 5217.58 five thousand two hundred Cum.

concrete M-200 for RCC return as per drawings seventeen rupees and fifty-

including centring shuttering, scaffolding where eight paise

necessary, laying vibrating, curing and finishing

7.92 MT. 6 Providing and fixing in position steel bars of 73858.69 seventy-three thousand eight MT.

grade Fe-550D(TMT) for tempreture hundred fifty-eight rupees

reinforcement for plain concrete piers,abutment and sixty-nine paise

& returns including cutting, hooking,tying

etc.complete as required and approved

39.00 Nos. 7 Providing and fixing in position mild steel dowel 341.28 three hundred forty-one Nos.

bars in pier caps or abutment caps for anchorage rupees and twenty-eight

in fixed end as per detailed drawing including paise

cutting, bending and welding complete.

63.00 Nos. 8 Providing and fixing in position mild steel dowel 399.70 three hundred ninety-nine Nos.

bars in pier caps or abutment caps for anchorage rupees and seventy paise

in free end as per detailed drawing including

cutting, bending and welding complete.

25.00 MT. 9 Providing and casting in situ design mix concrete 5403.36 five thousand four hundred MT.

M-250 for R.C.C.work in pier cap, abutment cap three rupees and thirty-six

and dirtwall as per detailed drawings, centering, paise

shuttering, scaffolding, wherever necessary

laying,vibrating,curing and finishing etc.

2.40 MT. 10 Providing and fixing in position steel bars of 73858.69 seventy-three thousand eight MT.

grade Fe-500(TMT) for tempreture reinforcement hundred fifty-eight rupees

for plain concrete piers,abutment & returns and sixty-nine paise

including cutting, hooking,tying etc.complete as

required and approved drawings.

152.00 Nos. 11 Providing and laying weep hole in Abutment, and 88.75 eighty-eight rupees and Nos.

returns by using P.V.C. pipe of 100mm including seventy-five paise

laying in proper grade and jointing the completed

as per detailed specification.

76.00 Cum. 12 Providing and casting in situ design mix concrete 5448.85 five thousand four hundred Cum.

M.250 for RCC work in superstructure including forty-eight rupees and eighty-

shuttering, scaffolding, ramming, vibrating, five paise

curing, finishing etc.complete.

7.81 MT. 13 Providing and placing in position steel bar 73243.01 seventy-three thousand two MT.

reinforcement of bar grade TMT Fe-500D hundred forty-three rupees

including cutting,bending,hooking, tying and one paisa

etc.complete as per detailed drawing. (A) Solid

48.00 Nos. 14 Providing, Laying (to level or slopes and jointing 678.03 six hundred seventy-eight Nos.

reinforced concrete Light duty non-pressure rupees and three paise

pipes I.S. class NP 2 of the following internal

diameter with collars and butt ends prepared for

collar joints including testing of joints complete.

11.00 Cum. 15 Filling around the pipes with murrum including 86.70 eighty-six rupees and Cum.

dressing, tampering etc. complete. seventy paise

163.77 Cum. 16 Filling available excavated earth (excluding 137.47 one hundred thirty-seven Cum.

rock) in trenches plinth side of foundations etc. in rupees and forty-seven paise

layers not exceeding 20 cm. depth consolidation

each deposited layer by ramming and watering.

44.00 Cum. 17 Filling in foundation and plinth with murrum or 304.59 three hundred four rupees Cum.

selected soil in layers of 20 cm, thickness and fifty-nine paise

inlcudingwatering, ramming and consolidating

57.00 Cum. 18 Providing and casting in situ design mix concrete 5396.52 five thousand three hundred Cum.

M.250 for average 75mm thick RCC wearing ninety-six rupees and fifty-

coat laid as directed including two paise

temping,vibrating,finishing,curing and filling in

joints with bitumen etc.complete.

2.00 MT. 19 Providing and fixing in position steel bars of 73858.69 seventy-three thousand eight MT.

grade Fe-500D(TMT) for tempreture hundred fifty-eight rupees

reinforcement for plain concrete piers,abutment and sixty-nine paise

& returns including cutting, hooking,tying

etc.complete as required and approved

180.00 Rmt. 20 Providing and fixing post and pipe railing as per 1213.37 one thousand two hundred Rmt.

detailed drawin including 3 coats of painting to thirteen rupees and thirty-

steel works complete. seven paise

112.00 Cum. 21 Providing and casting in situ ordinary cement 4102.62 four thousand one hundred Cum.

concrete M-200 mix and providing necessary pin two rupees and sixty-two

headers including shuttering, scaffolding, laying, paise

vibrating, curing and finishing complete without

50.00 Rmt. 22 Providing laying (to level or slopes) and jointing 1077.19 one thousand seventy-seven Rmt.

reinforced concrete Light duty non-pressure rupees and nineteen paise

pipes I.S. class NP2 of the following internal

diameter with collars and butt ends prepared for

collar joints including testing of joints

complete.(E) 450mm Dia.

20.00 Cum. 23 Providing & Casting in situ Ordinary trimix 4558.13 four thousand five hundred Cum.

cement concrete M-200 for avg. 100mm thick fifty-eight rupees and

road work laid as directed including providing thirteen paise

& laying M. S. side rail of rail of road

thickness with necessary nut bolts plated fixing

as per width applying plate vibrator (electric or

diesel) on channel compressor with vacume

dewatering system by using all necessary

equipments & materials such as running creed

vibrator on prelaid M.S. channel for leveling,

Vacume pump floating and power travelling etc.

with filling joints with bitumen as directed etc.

2485.00 Kg. 24 Providing TMT Bar FE 550D reinforcement for 94.99 ninety-four rupees and Kg.

R.C.C. work including bending, binding, and ninety-nine paise

placing in position complete upto floor two level.

TOTAL COST OF CIVIL WORK RS.

Signature of Contractor Municipal Engineer

Kalavad Municipality

P.M.C. Chief Officer

Kalavad Municipality Kalavad Municipality

1) All work shall be carried out as per Public Works Department Hand Book, I.S. Specification and other specification of the

Division or as Directed.

2) All the columns in Schedule should be filled in INK and the total of the entries in the last column should be struck out by the

Contractor under his Signature.

3) Rates quated include clearance of site (Prior to commencement of work and its close) in all respect and hold good for work

under all conditions, site, moisture weather etc.

4) The Contractor shall exhibit the board at site of work with the details of works, Tender amount and specification as per

Govt. Circular No. BBG/3277/1657/N, Dt. 26-4-78 and as per G.R. No. TNC-1090-24-C, Dt. 18-11-91, as directed by

Engineer-in-Charge of the works, exhibit board at site of the work, for which contractor is not entitled for any extra payment.

5) Contractor shall even "NIL" percentage, if no deduction is offered.

6) One percent of work done amount of this work shall be recovered from the contractor payment as “Labor Cess” in terms of

the Gujarat Govt. gazette extra ordinary dt. 12/12/2004 implementation of building and other construction works.(Regulation

of employment & condition of service act 1996)

7) Testing of materials shall be as per statement attached for quality control. The material shall be tested in GERI bill for the

testing charge shall be paid by the Department and 1% (One percent) of amount put to tenedr after deduction of cost of

material as per schadele - A shall be recovered from the Contractor's running Bill as per GR of R&B Dept. No.

TNC/1085/4/C Dt: 20-12-91 & modified R&B Dept. circular No. SSR/10000092-IB-12910-C Dt:16-10-95.

8) For R.C.C. item where there is change of grade mix or change as per actual mix design . The difference of cement

consumption shall be added /deducted from rate of original item of the rat of star rate mentioned in the tender.

Signature of Contractor Municipal Engineer

Kalavad Municipality

P.M.C. Chief Officer

Kalavad Municipality Kalavad Municipality