(1)RESTORATION OF VRB CUM DRAINAGE SYPHONE AT KLBBC CH.6570MT. (2) Constructing Keywall & Earthwork on KRBBC bet. Ch.2000 to 2045 mt. & Ch.2050 to 2175 mt (3) Constructing Keywall on KMC bet. Ch.0 to 200 mt. (4) Providing Crash Barrier on kelia Right bank branch canal between Ch-0 to Ch-7560.00 mt ex kelia main canal

Name of Work:-(1)RESTORATION OF VRB CUM DRAINAGE SYPHONE AT KLBBC CH.6570MT.

(2) Constructing Keywall & Earthwork on KRBBC bet. Ch.2000 to 2045 mt. & Ch.2050 to 2175 mt

(3) Constructing Keywall on KMC bet. Ch.0 to 200 mt.

(4) Providing Crash Barrier on kelia Right bank branch canal between Ch-0 to Ch-7560.00 mt ex kelia main canal

Estimated Rates

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

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

may be more or Rs. In words

Dismentalling the existing Stone masonary including sorting out and Stacking the useful materials and Rs. Seven Hundred Fifty Seven &

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

Dismentalling the existing brick masonry including sorting out and stacking of the useful materials

Rs. Seven Hundred Fifty Seven &

2 90.00 and removing the debries and making good the damage et.complete as directed. etc. complete as 757.40 CM

Forty Paise Only

directed. (b) cement mortar

Dismentalling the exisiting foundation concrete including disposing the dismentalled stuff including

Rs. One Thousand One Hundred

3 28.75 sorting out and removing the debrise and making good the damage etc.complate as directed. (b)in 1165.20 CM

Sixty Five & Twenty Paise Only

cement Concrete

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

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

murrum, etc. dry condition including depositing the excavated stuff in uniform layers in banks or as

5 142.50 86.10 Rs. Eighty Six & Ten Paise Only CM

directed etc. complete for lead uo to 1.0 Km and all lifts. (By machinery) (b) Below water

Excavation for foundation in all sorts of soil including sandy and gravelly soil, soft murrum including

depositing the excavated stuff as and where directed including back filling the tranches with suitable Rs. Three Hundred Twelve &

excavated stuff etc. complete for lead up to 50 Mt and lift as under.(Manuly without dewatering)(a) Sixty Paise Only

Lift upto 1.5 meater

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 ordinery portland cement concrete of various grade with cement,

sand and coarse aggregates including centering, shuttering, batching, mixing, transporting, placing,

vibrating, smooth finishing, curing etc. complete for all lead and lift.(Manual with conventional mixer,

Excluding dewatering)

Rs. Three Thousand Eight

41.00 9 (A) Foundation (ii) M-10 grade (1:3:6) 3899.10 Hundred Ninety Nine & Ten Paise CM

349.40 9 (C)Piers, abutment, wingwalls, headwall, returnwall etc.(ii) M-15 Grade(1:2:4) 4806.10 Rs. Four Thousand Eight CM

Hundred Six & Ten Paise Only

Providing and laying plain/reinforced nominal Mix cement concrete of various grade with

cement,sand and coarse aggregates including centering, shuttering, batching, mixing, transporting,

placing, vibrating, smoothfinishing, curing etc. complete for all lead and lift.(Manually With

Conventional Mixer Including dewatering)

Rs. Four Thousand One & Ten

51.30 11 (A) Foundation (ii) M-10 (1:3:6) 4001.10 CM

Rs. Four Thousand Six Hundred

134.35 11 (C ) Piers, abutment, Wing walls, Head wall, Return wall etc. (iii) M-20 (1:1.5:3) 4692.90 CM

Ninety Two & Ninety Paise Only

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

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

Rs. Two Thousand One Hundred

30.00 (d) NP2 class 900mm dia pipe. 2148.80 mt

Forty Eight & Eighty Paise Only

Providing and laying burnt brick (conventional size) masonary for foundation in ordinary portland

Rs. Five Thousand One Hundred

11 0.70 cement mortar 1:6 proportion including racking out joints upto 15 mm.depth curing etc.complete for all 5103.70 CM

Three & Seventy Paise Only

Providing cement plaster in various thickness and proportion including smooth finishing ,curing Rs.Two hundred Ninety & Eighty

,scaffolding etc.complete for all leads and lifts as under.(a) cement mortar 1:3 proportion. Paise Only

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

Rs. Ninety Four & Twenty Paise

13 125.70 area/village tanks etc.including breaking clods, dressing to the design section with lead up to following 94.20 CM

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

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

14 area/village tanks etc.including breaking clods, dressing to the design section with lead up to following 67.00 Rs. Sixty Seven Only CM

kilometer and all lifts.(By poclane machinary)(a) lead up to 1.0 kilometer

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

15 100.15 required dry density not less then 85% of corresponding proctor maximum dry density including 12.40 Rs. Twelve & Forty Paise Only CM

watering, rolling with suitable type of roller etc. complete.

Compaction of selected soil/hard murrum/soft murrum in even thickness of 15to20 cms including

16 227.70 10.40 Rs. Ten & Forty Paise Only CM

watering temping with suitable hand rammer etc. complete as directed.

Providing and Erecting a "W" metal beam CRASH BARRIER comprising of 3 mm thick corrugated

sheet metal beam rail, 70 cm above road/ground level fixed on ISMC series channel vertical post,150 x

75 x 5 mm space 2.00 m centre to centre 1.80 m high 1.10 m below ground/road level fixing at site

shall be in C.C. M-20 block of size 50 x 50 x100 cms for each post. All steel parts and fitments to be

galvanized by hot dip process, all fitting to conform IS: 1367 and IS: 1364 metal beam rail to be fixed Rs. Four Thousand Eight Hundred

on the vertical post with a spacer of section 150 x 75 x 5 mm 3.30 m long complete as per MORTH Sixty Four & Seventy Paise Only

Clause 810.Rates including providing and fixing 3 mm thick ACM type reflactor 100 mm wide, type

class-B, High inensity grade sheeting between two 'W' metal beam throught and reflactive unit at the

top of vertical post as per IRC:67-2012 etc. complete as per detailed drawing and directed by engineer-

in-charge.(Metal beam crash barrier for approch)

Providing videography on the ocassion of function or for on going construction work

Rs. One Thousand Two Hundred

18 4.00 including dubbing,titeling etc complete including cost of cassette/CD(UP TO 4.00

Thirty & Fifty One Paise Only

Rs. Forty Nine Lac Thirty Eight Thousand Six Hundred Sixty Seven & Thirty Four 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, moisture,

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

Deputy Executive Engineer,

Kelia Irrigation Project Sdn