RAISING OF MACHINEHOLE USING CUTTING TYPE METHOD IN SECTOR 01 TO 30 IN GMC AREA

NAME OF WORK :Raising of Machinehole using Cutting type method in Sector 01 to 30 in GMC Area.

Item Description Unit Total Qty Rate in Words Total

Raising of Existing manhole. Item includes, cutting of existing road

surround by Manhole by diamond cutter machine, dismantling of

road in confined area by breaker machine and carting of

dismantled material. Item also included necessary brick work to

raise the manhole at road level in CM 1:3. Item also included fixing

of Manhole frame at exact road level by using fibre reinforced

thixotropic repair mortar material, Laying of concrete made from Six Thousand Seven Hundred

1.00 special bonding chemical flowable micro concrete material in job 10000 6748.72 Fourty Eight Rupees and

desired thickness and laying of hot mix bituminous material in Seventy Two Paise

upper layer and compaction of hot mix bituminous material by

Plate compactor machine. Rate also included necessary plaster

at inside of manhole in CM 1:3 in 20 mm thickness on raised

Extra rate over item of excavation of earth for excavation of

asphalt pavement / RCC of thickness up to 0.20 meter including

demolishing the asphalt carpet, metal,s oiling/cutting Seventy one Rupees and Ten

Reinforcement etc.comp. with stacking the material as directed. Paise

(Based on Previously approved rate by C E sir ) up to 0.20 meter

thickness (By Manual)

0.20 to 0.30 meter (By any type of Breaker Machine or

One Hundred Seventy Seven

2-a R.C.C.Cutter machine including cost of operator, fuel, & smt 3500.00 177.76

Rupees and Seventy Six Paise

transportation etc complete.

0.30 meter & above (By any type of Breaker Machine or

Three Hundred Eleven Rupees

2-b R.C.C.Cutter machine including cost of operator, fuel, & smt 2000.00 311.08

and Eight Paise

transportation etc complete.

Repairing damaged M.H. And rasing M.H. up to road level incl.

removing damaged brick work and repairing by brick masonry in

C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing Seven Hundred Twenty Eight

MHsheet cover, removing the debris from MH and carting the Rupees and Eighty Two Paise

same as directed. (A) up to 0.15 mt. (@ Two Coarse)

B) up to 0.35mt. (@ Four Coarse) One Thousand One Hundred

3-a nos 1000 1155.44 Fifty Five Rupees and Forty

(C) up to 0.65 mt. (@ Seven Coarse) One Thousand Seven Hundred

3-b nos 1000.00 1786.90 Eighty Six Rupees and Ninty

Providing F.R.C. MH seat cover incl. carting to the work site etc.

comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover :

728mm ø & 100 mm thick circular cover, 35.00 MT load design,

100x2mm MS flat allround, 16mm ø plain round bar for lifting the

cover & should be fitted with plastic cups. Frame : 560 mm ø clear Two Thousand one Hundred

4-a opening, outer size888x888x175 mm. On the upper periphery of set 11000 2146.25 Forty Six Rupees and Twenty

frame 25 x 3 mm wide MS flat should be well embed in concrete to Five Paise

protect the edges of frame. FRC E.H.D.-35 manhole cover & frame

described as above

Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line

and level to match exisisting road level in C.C. 1:2:4 and finishing Eight Hundred Forty Eight

smooth, watering and protecting for 7 days etc. complete as Rupees and Forty Paise

Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beds as per IRC:35-2015.

The finished surface to be level, uniform and free from streaks and

holes. zebra patta /bump patta lane/center line/ edge line/cut

Three Hundred Sixty Four

6.00 patta. The white color marking should provide liminance coefficinet Sq.m 5000 364.08

Rupees and Eight Paise

on cemend road shalll be min 130 mcd/m2/lux and Asphalt road

shall be min 100 mcd/m2/lux during the service life during the day

time. The marking should meet the performance criteria for night

time reflectivity, wet reflectivity and skid resistance as mentioned in

the section-15 of IRC 35-2015. Warranty for the Retro reflectivity

should be two years.

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/- Put to Tender Rs/-

Net Tota Rs............ Net Tota Rs..................

* (Please strike out whichever is not applicable)

Notes 1 : - All works shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

Notes 2 - All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor under his

Notes 3 -Rates quotes 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.

Notes 4 - To be continued on additional sheets, if found necessary.

Notes 5 - Where there is a discrepancy between the rate in figures and words , The rates in words will govern.

Notes6 - Labour cess @1% (or as per the then prevailing rules of concerned department) of the work done amount shall be deducted from the bills.

Notes 7 - The bidder should quote his bid premium or rebate at the end of schedule B. If he do not wish to quote premium or rebate, he should indicate "at

par" in the blank space preceding "% above/below" in schedule- B

Notes 8 Works should be carried out under the supervision of project consultant appointed by GMC.The contractor have to follow their instructions after

Signature of the Contractor