RESTORATION OF EARTH WORK, LINING WORK & SRUCTURES ON SUKHABARI MINOR NO.2 BETWEEN CH. 0 MT. TO 880 MT. EX. KRBBC.

Name of Work:-Restoration of Earth work, Lining work & Sructures on Sukhabari Minor No.2 Between Ch. 0 mt. To 880 mt. Ex. KRBBC..

Estimated Rates

Item No. Item of work Unit. Total Amount Rs.

Item No. Item of work Unit. Total Amount Rs.

may be more Rs. In words

Clearing the Canal Land With Including Reimoving The,Shrub, Cactus, Weeds,Other Vegitation Including

Rs.Fourteen & Sixty

1 1353.00 Cutting Down Trees Up to 0.50 cm Girth & Deposition The Removed Materials outside The Canal Land 14.60 SM

With up To Lend Of 50 mt as Directed etc. Complete ( Without Water pol)

Rs. Seven Hundred Fifty

Dismentalling the existing Stone masonary including sorting out and Stacking the useful materials and

2 62.10 757.40 Seven & Forty Paise CM

removing the debries and making good the damage etc.complete as directed.(b) In Cement mortar.

Dismentalling the exisiting foundation concrete including disposing the dismentalled stuff including sorting Rs. One Thousand One

3 10.40 out and removing the debrise and making good the damage etc.complate as directed. (b)in cement 1165.20 Hundred Sixty Five & CM

Concrete Twenty Paise Only

Dismentalling the exisiting R.C.C Pipes of the following diameter including sorting out and stacking of the

useful materals including refilling the trenches etc.complate as directed(NP2 pipes)

Rs. Five Hundred Eighty

Two & Sixty Paise Only

Rs. One Thousand Seven

Dismentalling the r.c.c. work & disposing off stuff including stacking of the useful material etc. complete as

5 23.70 1747.70 Hundred Forty Seven & CM

directed. (a) Light Reinforcement (mainbar up to 16 mm dia.)

Seventy Paise Only

Excavation for foundation in all sorts of soil including yellow, sandy, gravelly soil, soft & hard murrum, etc.

Rs. Eighty One & Fifty

6 406.30 dry condition including depositing the excavated stuff in uniform layers in banks or as directed etc. complete 81.50 CM

for lead uo to 1.0 Km and all lifts. (By machinery)(a) Above Water Table

Providing and placing in position reinforcement bars including cutting, bending welding, joints where Rs. Seven Thousand One

necessary, hooking etc. complete as per drawing for all lead and lifts. (a) TMT Hundred Ninety Four Only

Providing and laying plain/ reinforced Design Mix cement concrete of various grade with cement, sand and

8 coarse aggregates including centering, shuttering, batching, mixing, transporting, placing, vibrating, smooth

finishing, curing etc. complete for all lead and lift.(Baching Plant Based, excluding dewatering)

Rs. Four Thousand Three

49.00 8 (B) Raft,Bottom slab of barel,footing of columns etc 4398.20 Hundred Ninety Eight & CM

Twenty Paise Only

Rs. Four Thousand Seven

8 (D) Walls of barrels brest walls, staunching rings, pedustels of bearings, stoplog piers, well staining

263.80 4762.90 Hundred Sixty Two & CM

,transition wall etc.(ii) M-20 grade

Ninety Paise Only

Excavation of canal/drains in hard murrum including depositing the excavated stuff in uniform layers in

Rs. Two Hundred Fifty

9 41.00 canal banks or in spoil banks or as and where directed including dressing the canal section upto lead of 50 256.30 m

Six & Thirty Paise Only

meter and lift shown below including clearing the site etc. complete. (manual operation without dewatering)

Rs. Seventy Two &

10 555.00 Trimming of the canal section manually for preparing sub grade for laying cement concrete. 72.80 SM

Eighty Paise Only

Providing and laying plain / reinforced cement concrete lining of M-15 grade in bed, side slopes and

11 curvature including batching, mixing, transporting placing, m2 smooth finishing, curing including dewatering

where required.( Manually with conventional mixer).

Rs. Three Hundred Eighty

555.00 (a) 7.50 cm thick linning in Bed & Slope 387.80 Seven & Eighty Paise m2

Rs. Six Hundred Fifty

(c) 15 cm thick linning in bed& Slope 659.40 m2

Nine & Forty Paise Only

Providing & filling the asphalt of the approved make & Sand In The expansian & contraction Joints in the Rs. Sixty Eight & Three

c.c lining including clearing the joints with air water jet. Paise Only

Earthwork in embankment using soil, soft & hard murrum excavated from approved borrow area/village

Rs. Ninety Four &

13 747.20 tanks etc.including breaking clods, dressing to the design section with lead up to following kilometer and all 94.20 CM

Twenty Paise Only

lifts.(By poclane machinary)(a) lead up to 3.0 kilometer

Compaction of Earthwork in embankment in layers 15 to 20 Cms at requisite moisture content to required

Rs. Twelve & Forty

14 1153.50 dry density not less then 85% of corresponding proctor maximum dry density including watering, rolling 12.40 CM

with suitable type of roller etc. complete.

Providing and fixing in position (different diameter) NP2 R.C.C pipe with collar including filling and

caulking the joints with cement mortar 1:1 proportion, finishing, curing etc. complete for all lead and lifts.

Rs. One Thousand Three

25.00 (d) NP2 class 600mm dia pipe. 1332.00 mt

Hundred Thirty Two Only

Providing videography on the ocassion of function or for on going construction work Rs. One Thousand Two

16 1.00 including dubbing,titeling etc complete including cost of cassette/CD(UP TO 4.00 1230.51 Hundred Thirty & Fifty 4 hr

HOURS) One Paise Only

Rs. Twenty Six Lac Twelve Thousand Four Hundred Sixty Two & Twenty Three Paise Only

I/We am/are willing to carry out the work at _______________% above/bellow percent (should be written in figures and words) of the estimated rates mensioned above.

Amount of my/our tender works out as under.

· Estimated amount Estimated amount

Put to tender Rs______________________ Put to tender Rs______________________

*( Please strike out whichever is not applicable).

Note 1- All works shall be carried out as per Public Work Department Hand book and other specification of the Division or as directed

Note 2- All the columns in Schedule should be filled in ink and the total entries in the last column should be struck by the contractor under his signature.

Note 3- Rates quoted included clearance of site (Prior commencement of work and at its close) in all respect and hold good for work under all cocition, site,

Note 4- To be continued on additional sheet, if found necessary.

Deputy Executive Engineer,

Kelia Irrigation Project Sdn