Repair and Maintenance Works for Mohilapad Minor Irrigation Scheme (Part-1), Ta. Santrampur, Dist. Mahisagar

NAME OF WORK: REPAIR AND MAINTENANCE WORKS FOR MOHILAPAD MINOR IRRIGATION SCHEME (PART-1), TALUKA: SANTRAMPUR, DIST:

Memorandum showing items of work to be carried out

Estimated Rates

Quantities Estimated but may be more or less In Figure Unit Total amount according to estimated Quantities

Quantities Estimated but may be more or less In Figure Unit Total amount according to estimated Quantities

No. Work In Words

Cleaning the slope of dam within the dam boundry by removing the bushes,shrubs girth

Four Rupees and Ninety

1 6780.00 and small trees including depositing the materials as and where directed up to 50 mt. and 4.90 Sqmt

all lift etc completed.

Cutting down the trees of different girths, (at 45 cm above G.L.) including removing &

grubbing roots below ground leval within the canal boundary including stacking the Seven Hundred Twenty

wood outside the canal boundary as directed etc. complete. (a) Girth above 0.50 & upto Two Rupees

Excavation for foundation below overburden in soft rock including shorting out &

Two Hundred Thirty Five

3 45.27 depositing the excavation stuff as and where directed with lid up to 500 mtr and all lifts . 235.00 Cum

(Machinery ). Including dewatering

Providing excavator on hourly basis:

Hydraulic Excavator 200 (0.9 CM), to dismantle rubble pitching on upstream slope of Two Thousand Five

dam, removal of rubbish and other miscellaneous activities with hire charges of tractor Hundred Fifty Nine Rupees

for loading & unloading of dismantled pitching as directed by Engineer-In-Charge.

Earthwork/Back filling with selected earth brought from outside borrow area or from

One Hundred Forty Four

5 1243.75 excavated useful material including spreading in layers, watering, compaction by 144.50 Cum

Rupees and Fifty Paise

pnuematic/mechanical equipment and all lead and all lift etc complete.

Relaying of dry rubble pitching with stones obtained from dismentaled existing pitching One Hundred Forty Five

with all leads and lifts. Rupees and Forty Paise

Providing and laying dry rubble pitching of various thickness to required grade including Three Hundred Thirty

7 2111.16 trimming of earth work, hand packing the interstices with spauls, filling earth in 339.80 Nine Rupees and Eighty Sqmt

interstices pannelling complete for all leads and lifts. 230 MM THICK Paise

Providing & Laying in position "NOMINAL MIX" cement concrete using cement, sand and

crushed aggregate by mass and machine mix for C.C./R.C.C work incl. necessary

Three Thousand Three

8 10.60 formworks centering, scaffolding, compaction by vibrator, curing as directed with all lead 3346.00 Cum

Hundred Forty Six Rupees

& lift etc complete Without Dewatering and excluding cost of steel reinforcement. (A) For

Foundation concrete / General purpose (a) C. C. Nominal Mix, M-10 and MSA-40 mm

Dismantling the existing foundation concrete including sorting out the dismentalled stuff One Thousand One

9 1.71 and stacking the useful material, removing the debris and making good the damages etc. 1155.20 Hundred Fifty Five Rupees Cum

complete as and where directed. Cement Concrete and Twenty Paise

Providing & Laying in position "NOMINAL MIX" cement concrete using cement, sand and

crushed aggregate by mass and machine mix for C.C./R.C.C work incl. necessary Four Thousand Two

10 82.73 formworks centering, scaffolding, compaction by vibrator, curing as directed with all lead 4296.00 Hundred Ninety Six Cum

& lift etc complete Without Dewatering and excluding cost of steel reinforcement. (f) C. C. Rupees

Nominal Mix, M-20 and MSA-20 mm

Providing and fixing in position 1.80 m high above finished ground level sign boards of

standard size 0.45 m x 0.30m with M.S. angle 40mm x 40mm x 6mm with 3mm thick iron One Thousand Three

plate in 1:5:10 proportion concrete block size 40cm x 40cm x 75 cm including radium Hundred Sixty Five Rupees

paint on both side etc. complete.

Providing, fabricating and erecting in position service gate and emergency gate incl cost Three Lakh Forty Three

of embedded parts, hoisting arrangement, finishing etc as per design and drawing with Thousand Two Hundred

one coat of primer and two coats of anti corrosive black epoxy paints etc complete, Gate Fourteen Rupees and Fifty

should be attached to the hoist with complete installation & commissioning etc complete. Paise

Providing & Placing in position reinforcement bars including cutting, bending, welding

Eighty Two Thousand

13 4.00 joints where necessary, hooking etc. complete as per drawing for all lead and lifts. TMT / 82019.00 MT

Nineteen Rupees

Providing and fixing M. S. steel grill with angle frame for head regulator including fixing

Seventy One Thousand

14 0.363 arrangment supports. etc. as per design, oil painting with one coat of primer and two coat 71013.00 MT

Thirteen Rupees

of approved oil paint etc. complete

Providing Fabricating and erecting a steel ladder M.S Angle 50 X 30 X 6 mm in the H.R. One Thousand Two

15 8.40 well as per design to approach the H.R. gates from top of H.R. well etc complete as 1201.60 Hundred One Rupees and Rmt

directed. Sixty Paise

Providing and fixing rolling shutters of approved make made of 80 mm wide M.S. laths

inter-locked together through their entire length and jointed together at the ends by end

Four Thousand Five

16 2.16 locks mounted on specially designed pipe shaft with bracket plates, guide channels and 4501.00 Sqmt

Hundred One Rupees

arragements for inside and outside locking with push-pull operation including the cost of

hood cover and spring etc. complete. (B) Shutters having width 3.5 M. and above

Providing and fixing gauge posts with 15 Cm. Wide enamelled gauge plate including M.S.

Seven Hundred Nineteen

17 15.00 channel (130 mm x 75 mm x 5 mm) of standard design and section and of required length 719.50 Rmt

Rupees and Fifty Paise

of specified location etc. complete.

Two Lakh Eighty

Thousand Nine Hundred

18 1.00 Construction and Dismantling of Cofferdam 280904.80 Nos.

Four Rupees and Eighty

Providing and fixing in position ( different diameter ) I.S.,NP-3 class reinforced pipe with

Two Thousand Eight

caulking the joints with cement mortar 1:1 proportion,using jute string soaked in cement

19 7.50 2857.70 Hundred Fifty Seven Rmt

slurry, finishing joints and laying pipes to the designed grade and levels, curing etc.

Rupees and Seventy Paise

complete for all leads and lifts. NP-3 class 900 MM dia pipe.

Total Cost (Rs.)

I/We am/are willing to carry out the work at…............................................................ % above/below percent (Shouldbe written in figures and words) of the estimated rate mentioned above. Amount of

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

Executive Engineer