PROPOSED CC ROAD AT HAADI SAMAJ, BAGE REHMAT AND VENESHWAR MAIN ROAD AT VERAVAL DIST. GIR-SOMNATH

Name of Work : PROPOSED CC ROAD AT HAADI SAMAJ, BAGE REHMAT AND VENESHWAR

MAIN ROAD AT VERAVAL DIST. GIR-SOMNATH

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Dismentaling tiled of stone floors laid in

mortar including stacking of serviceable

materilas and disposal of unserviceable

510.00 materials with all lead and lift. 51.45 Sq.Mt

Providing and laying cement concrete 1:3:6

(1- cement : 3- coarse sand : 6- Crushed

stone aggregate 40 mm. Nominal size) and

2 curing complete excluding cost of form work

in :(a) Foundation and plinth

Providing and casting in situ ordinary trimix

cement concrete M-200 for avg.125 mm

thick road work laid as directed including

providing and laying using "C" type Channel

of road thickness with necessary fixing as per

width applying plate vibrator (electric or

diesel) on channel by using all necessary

equipments & material & machinery for

levelling, floating and power trovelling

etc.curing and filling joints with bitumen as

directed etc.complete.

Tracing of old Manhole. All Types Of Manhole

4 at Every 30 Mt.

Modification of Existing House Connection

Chambers, Risening up to 23cm. average of

0.23m wide R.c.c Copping with Inside 15mm

Thick Cement Plaster, Curing and

Dismentaling existing Chamber's Precast

cement frame and Cover and also fitting the

copping work as directed as required and

also refitting of existing house connection

chamber's coller and cover as required.

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Box cutting the road surface to proper slope

and camber for making a base for road work

6 including removing the excavated stuff and

depositing on the road side slope as directed

upto 50Mt.lead.

Providing & laying spreading and compacting

150mm thick WBM Grade - II of B.T.M.C.

metal 40mm to 63mm size including using

20% (13+7%) filler i.e. stone screeing

mm at the rate 0.16 Cumt. & 0.08 stone dust

including spreading in uniform thickness

hand packing rolling with vibratory roller 8-

10 tonnes in stages to proper garde and

7 cmaber applying and brooming required

types of screening/binding materials to fill up

the interstices of coarse aggregate watering

and compacting to the required density.

All the work shall be carried out as per MOST specification and specification on the division or as

Rates quoted includes clearance of site (prior to commencement of work and at its closed) in all

2) respects and held gross for under all conditions, site moisture weather etc.

The Contractor shall exhibits a board as per Govt. circular No. 2DK – 3277 / 1657 N Dt. 26–01-73

3) with detail of specification and details of work and amount involved at site without any payment as

directed by the Engineer in charge.

Testing of materials be as per statement attached with the Specifications, the materials shall be

tested in G.E.R.I. Bill for testing shall be paid by the CHIEF OFFICER and 1% of the (one percent)

4) of amount put to tender after shall be recovered from the running account bills of the works. (As

per G.R. (R&B) Deptt., No. TNC/1085/4/C dtd. 20.12.91.

5) The contractor shall quote even "NIL" if no reduction is proposed.

One precent of estimated cost put to tender for this work shall be recovered from the contract

payments as "LABOUR CESS". In terms of the Gujarat Government Gazette Extra ordinary dated

6) 12.12.04. Implementation of building and other construction workers regulation of equipments and

conditions of service Act-1996)

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Quantities Rates according to

Item Estimated in Figure estimated

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No. but may be quantities.

Photographs of before work and after work will be submitted by the contractor at the time of Each

7) bill submission.

The contractor is solely responsible to bare all applicable taxes. I.e. GST etc. and department will

8) not entertain any contractor representation to reimburse any financial burden due to applicable

taxes : i.e. GST etc.

Signature of contractor