Construction for Bagicha WaterWorks OverHand Tank Grouting at Vijapur Nagarpalika Vijapur

Name of Work : Construction for Bagicha WaterWorks OverHand Tank Grouting at Vijapur Nagarpalika Vijapur.

Memorandum showing items works to be carried out :

Item QuantitiesEs Item Of Work Tendered Rate Unit Total Amount

Item QuantitiesEs Item Of Work Tendered Rate Unit Total Amount

No. timated Qty. according to

In Figure In Words

A Construction for Bagicha WaterWorks OverHand Tank Grouting at Vijapur Nagarpalika Vijapur.

Gunniting the surface in CM 1:2 having thickness of 40mm to

50mm (Ave.) for beam,braces,column and container slab incl.

chiseling and scraping loose concreate cleaning the surface with

water and air under pressure and including providing and fixing

in position steel wires square mesh 75mmX75mm as per Rupees Six Hundred

1 225.00 IS:1966-1982 3.15mm Wt./Sq.Mt. 1.64 Kg. with spot welding 683.84 Eighty Three and Paise Sq.Mt

wherever necessary with main reignforcement incl. tying Eighty Four Only

binding with wire incl.scaffolding,centering,stagging all

equipment and materials etc. complete incl. labour and testing

of the Container.

Providing pressure grouting at 5.6 Kg/Sq.cm in required

row/zigzag fashion as specified at 1.5 m interval as per site

conditions to stop leakages from water retaining structures per

Rupees Six Hundred

2 50.00 including supply of cement and hardening chemical, bringing 613.00 cement

equipments like compressor and all scaffolding works to get bag

smooth finishing as directed by engineer in charge. (2)

Concrete/RCC structures

Drilling 40 mm Dia. Holes in masonry/concrete structures with

Rupees Five Hundred

providing and fixing 500 mm long GI Pipeline for pressure

3 240.00 526.75 Twenty Six and Paise Rmt

grouting including supply of material, machineries and labour

Seventy Five Only

cost etc. complete.

Cement Plaster 20mm thick in CM 1:2 using water Proofing Rupees Two Hundred

4 225.00 Compound of Approved quality including Finishing etc. 232.30 Thirty Two and Paise Sq.Mt

Complete Thirty Only

Providing and applying Epoxy paint of approved make to

concrete surface for RCC ESR of GSR or any other structure

including cleaning the surface by scrapping and air blowers to Rupees One Hundred

5 1294.00 the satisfaction of Engineer-in-charge necessary scaffolding etc. 111.55 Eleven and Paise Fifty Sq.Mt

complete with all leads and lifts and giving satisfactory Five Only

hydraulic test for water tightness as per IS codes. 2. For old

surface – Two coats

Providing and fixing Water Level Indicator or depth gauge

painted on TW plank 25 mm / MS plate 4 mm thick float, level Rupees Five Thousand

6 1.00 indicator sliding wire on standard pulleys incl. necessary 5520.00 Five Hundred Twenty Nos

arrangement to prevent the swinging etc. complete with Only

calibration up to 5 mt height.

Providing and fixing copper lightning arrestor incl. copper strip

Rupees Eight Hundred

7 75.00 and earthing plate etc. complete (incl. cost of excavation for 878.00 Kg

Seventy Eight Only

earthing plate etc. rate per kgs of copper).

Providing and fixing 50cm. M.S. Ladder fabricated from M.S.

flate 10mm x 75mm with 20mm dia. Steel bar steps @ 30 Cm. Rupees Two Thousand

C/C the including stays of 10mmx50mm flates fixed at 3 Meter Nine Hundred Fifty Only

Painting letters with enamelled paint for "Capacity of tank and

Rupees Thirty Nine and

9 350.00 Other details the size will be 45 cm. height and 50mm width 39.10 Nos

RCC circular spiral staircase with central circular in M-20 as per

design includingM.S. reinforcement, centering, shuttering, form

work , scaffolding ,finishing and curing including providing and Rupees One Thousand

fixing balusters of 1.0 m (work below G.L. for column and One Hundred Fifty Only

fooBng will be paid extra) for 1m radius and 20 cms rise

DIDF pipes for ESR / Reservoir Providing and fixing flanged

D.I.D.F. / Class K-9 pipes vertically for RCC. Reservoir incl. Rupees Four Thousand

11 30.00 providing clamps at every 3 mt incl. jointing materials such as 4576.00 Five Hundred Seventy Six Rmt

nuts, bolts, rubber packing, hydraulic testing and necessary Only

scaffolding etc. complete 200mm

D.I Specials : Manufacture Supply & Delivery of Ductile Iron

Flange Socket Spigot bends, tees, reducers or any other specials

as per BS-EN-545/1995 Class - A series K12 Suitable for Use with

D.I Pipes Manufactured as per IS 8329/1994 delivery of spcials

is to be made to GWSSB store or site of works any where in Rupees One Hundred

gujarat incluidng all taxes, loading Unloading carting stacking Forty Eight Only

insurance inspection charge octroi etc Complete. With external

bitumen & ZInc coating & Internal Cement mortar lining 8.2.A

Socket & Spigot Type 1. 80 to 300mm Dia

Providing and fixing chain link fencing with M.S. Angle posts

50 mm. X 50 mm. X 6 mm. And oil painting 3 coats fixed at

2.00 mt. G.I. chainlink Jali strained and fixed to posts with Rupees Eight Hundred

MS flat 50 x 6 mm with nut & bolts, including fixing posts in Eight Only

ground with 0.5m x 0.5m block in C.C.1:3:6 etc. complete.

TOTAL AMOUNT PUT TO TENDER Rs…………

TOTAL AMOUNT PUT TO TENDER Rs…………

Estimated amount Estimated amount

Put to tender Rs …857486.00 Put to tender Rs…857486.00

Deduct .............% below Rs………… Add............% above Rs……………

Total Rs………… Total Rs……………

(*Please strike out whichever is not applicable).

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

GM\Wv! AW]\ H SFD AF\WSFD lJEFUGL 5]l:TSF VG[ l0JLhGGL ALHL BF; lJUT D]HA VYJF ;}RGF 5|DF6[ SZL VF5JFG]\ ZC[X[P

Note : 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 this signature.

GM\W o Z VG];}lRDF\ AWF BFGFGL lJUTM ;CLYL EZJL VG[ K[<,F BFGFGL GM\WMGM ;ZJF/M SZL SMg8=FS8Z[ 5MTFGL ;CL SZJLP

Note : 3 Rates quoted 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,

GM\Wv# o 8F\S[,F NZDF\4 :Y/GL sSFDGF VFZ\E[ VG[ 5}~ YFI T[ JBT[fNZ[S ZLT[ ;FO;}OL SZJFGM\ ;DFJ[X YFI K[4 VG[ T[ NZ TDFD 5lZl:YlT4 :Y/4 E[H4 CJFDFG JU[Z[ C[9/ SFD VD,DF\ ZC[X[P

Note : 4 To be continued on additional sheets, if found necessary.

GM\Wv$ o H~Z H6FI JWFZFGF SFU/M HM0L RF,]\ ZFBJ]\P

The Chief Officer

Vijapur Nagarpalika