Reparing work of Left Bank Head Regulator at Deo Dam Ta. Halol Dist. Panchmahal

Name of Work : Reparing work of Left Bank Head Regulator at Deo Dam Ta. Halol Dist. Panchmahal

Item Rate (Without

Item Description Qty Unit Amount

1 Earthwork for embankment including breaking clods, dressing with all lead and lift (E)From Borrow area 1500 Cum 170.3

within 3.0 Km. lead with Watering of earth work as directed.

2 Excavation for foundation in all sorts of soil including yellow sandy gravelly soils ,soft & hard murrum etc. 101.16 Cum 102.4

in dry condition including depositing the excavated stuff in uniform layers in banks or as and where

directed etc. complete for lead up to 500m and all lift. (BY MACHINERY) Excluding dewatering.

3 Scrapping out the old plaster and cleaning the surface including racking out the joints 20 mm. deep. 368.02 Sq.mt 86.6

4 Dewatering during excavation of canals, drains, foundation trenches etc. by using pumps of suitable 1 Job Work 193680

capacity either diesel or electric driven including cost of labour, pipes etc. for delivery distance beyond

100 m. (By Machinery)

5 Removal of defective concrete, cleaning the surface thoroughly, as per directed as per engineer incharge 368.02 Sq.mt 68.68

6 Epoxy bonding of new concrete to old concrete / Rubble masonary 34.54 Sq.mt 529.24

7 Providing & Laying in position "NOMINAL MIX" cement concrete using cement, sand and crushed 62.39 Cum 4296

aggregate by mass and machine mix for C.C./R.C.C work incl. necessary formworks centering,

scaffolding, compaction by vibrator, curing as directed with all lead & lift etc complete Without

Dewatering and excluding cost of steel reinforcement.

(f) C. C. Nominal Mix, M-20 and MSA-20 mm

8 Providing & Placing in position reinforcement bars including cutting, bending, welding joints where 0.617 M.T 82019

necessary, hooking etc. complete as per drawing for all lead and lifts.

(A)TMT / CRS (FE 500 D)

9 Presure(injection) grouting to Masonry structures with cement slurry by including providing PVC nipples, 368.021 Sq.mt 1198

size of 5 cm long, & at 30 Cm.c/c distance at a maximum pressure of 7.5 kg/sq cm including providing

necessary scaffolding and materials etc complete.

10 Nipple fixing including drilling the holes diameter 22mm.( minimum 15mm internal diameter of nipples) 74 Nos 569.82

and 20cm in RCC/PCC irrigation structure's components incl fixing of nipple by applying prime coat done

with BIS standerd quality material of Resin+Hardner mixing material & quality that works in wetted

condition. Pointing done with water plugging BIS standerd quality material in first coat and after that

second coat done with epoxy base putty of Resin+Hardener mixing ( 1part +Resin +1part Hardener+8part

Sillica ) and sealing the nipple hole with appropriate material and process after grouting.

11 Grouting done by injection process in RCC/PCC/Masonary irrigation/Dam structure's components 112.5 Kg 3278.8

through Nipples with pressure 1 to 1.5 kg/cm2 and as per instruction, with materials (101h injection

grout + 201ce polyurethen two componant resin permanent watertight sealing ). The rate includes cost of

materials, labours scaffolding, equipments etc. and material to be used of BIS quality only.

12 Providing sand faced cement plaster 13 mm thick in C.M. 1:3 including watering, finishing, scaffolding, 368.021 Sq.mt 375.6

curing etc.complete.

13 Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required 368.021 Sq,mt 114.53

shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered

materials.etc complete.

14 Dismentalling the exisiting earth bund including depositing the useful excavated stuff as and where 1500 Cum 60

directed including sorting and stacking useful material as required up to lead of 50 mt. and all lifts etc

completed as per instructions of Engineer in Charge.

15 Scrapping out the old pointing and cleaning the surface including racking out the joints 20 mm. deep. 218.056 Sq.mt 57.8

16 Providing cement pointing in C.M.1:3 for exposed face of dry rubble pitching including racking out joints 218.056 Sq.mt 186.7

25 mm. deep including watering curing etc.complete.

17 Providing and fixing 30mm thick FACTORY MADE SOLID PANEL PVC DOOR SHUTTER consisting of 3.99 Sq.mt 1146.37

frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15mm x

mm for top and bottom rails. M.S. frame shall have a coat of steel primers of approved make and

manufacture, M.S. frame shall be covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 x

mm forming stiles, and 5mm thick 75mm wide PVC sheets for top rail, lock rail and bottom rail on either

side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail and bottom rail,

Panelling of 5 stiles and rails with 30mm wide x 5mm thick PVC sheet beading on eighter side, and joined

together with solvent cement adhesive,. An additional 5mm thick PVC strip of 20mm width is to be stculk

on the interior side of the ‘c’ channel using PVC solvent cement adhesive etc. complete as per direction of

Engineer in charge, manufacture’s specification and drawing.

Deputy Executive Engineer

Irrigation Project Sub division no.23

I / We am/are willing to carry out the work at............................ % above/ below percent ( should written in figure and words )

of the estimated rate mentioned above.Amount of my/our tender works out as under

Estimated amount Put to tender Rs.__________ Estimated amount Put to tender Rs__________

Net Rs. ______________ Net Rs.

1.The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-InCharge for which no extra payment shall be made.

2.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3.GST and Income tax TDS will be deducted at a source while making payments of bills.

4. GST Will be paid Sepretely.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found order.

Divisional Accountant Executive Engineer

Vadodara Irrigation Division Vadodara Irrigation Division

Vadodara Vadodara