CONSTRUCTION OF VARIOUS ROADS IN ROKADIYA HANUMAN TO RAILWAY FATAK IN KHAPAT AREA AT PORBANDAR MUNICIPAL CORPORATION

Total Amount Rs:-

Item Description Quantity Unit Rate Amount

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful

1.00 materials and disposing off the excavated stuff upto 50 Meter lead.(D) Soft rock not 5.10 Cum 558.28

requiring Blasting

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone

2.00 aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) 0.24 Cum 3842.91

Foundation and Plinth

White Stone Bela mesonry block in course in superstructure with stone of approved

3.00 quality in Lime Mortar 1:5 (1 -cement : 5- course sand) including packing the joints etc. 1.98 Cum 6550.93

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or

4.00 half brick walls for interior plastering upto floor two level and finished even and smooth 9.72 SQMT 168.87

in (ii) Cement mortar 1:4 (1-cement :4-sand)

Providing 20mm thick cement plaster in single coat on single or half brick walls for

5.00 interior plastering upto floor two level and finished even and smooth in (ii) Cement 9.72 SQMT 213.48

mortar 1:4 (1-cement :4-sand)

Providing & Supplying the filter sand of specified effective size Cum (0.45 to 0.70 mm)

and uniformity coefficient( not more than 1.7, nor less than 1.3) and laying over gravel

6.00 support conforming to IS : 1,277 8491 (i) - 77 in filter bed of required depth as per design 0.31 CUM 1468.55

and drawina. Inclusive of all lead.

Supplying of crushed stone aggregates, chippings etc. of hard stone of following nominal

7.00 size free of disintegrated pieces deletarious and oraganic mater (for Bitumen surface 0.31 CUM 585.25

dressing etc.) and grading as per I.R.C. Code. 12 to 20mm

Suppliying of graded stone aggregate of following sizes (for W.B.M. Road)(3) Crushed

stone aggregate for Hard Quality 40 to 63 mm stze

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations

9.00 etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by 2.34 CUM 137.47

ramming and watering.

Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- crushed

10.00 stone aggregates 20 mm nominal size) and curing complete including cost of formwork in 0.25 CUM 4192.33

(A) Wall Caps / Coping

Supplying cutting, bending, binding and placing in position steel as per plan and design

and as per ISS 2502 including cost of steel and binding wire for reservoirs/structures only

11.00 including ift up to 6 meter height or depth below G.L. for all diameters -- CRS steel all 0.02 MT 79362.77

diameter Fe 500grade confirming to relevant I.S.

12.00 50mm dia. U.P.V.C. Pipe ( ( SCH- 40) length = 12.0 mt 27.00 Rmt 112.98

Providng & fixing RCC Catchpit frame & cover

Frame Size:-60” x 48”

Cover Size:-52” x 40”

Clear Opening:-48” x 36”

Frame Thickness:-7"

Cover Thickness:-4"

Frame Weight:-252 Kg

Cover Weight:- 352 Kg

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED RECHARGE BORE WELL WITH FILTER CHAMBER AT 50 VARIOUS LOCATION OF PORBANDAR MUNICIPAL

CORPORATION, PORBANDAR

CONSTRUCTION OF 1.5 m X 1.2 m X 1.9 m RAIN WATER COLLECTING FILTER CHAMBER

Danger Plate sign :-Providing & fixing sign board made out of 2.0 mm aluminium sheet /

4 mm ACP (aluminum Composite Panel), size 30cms diameter circle, pretreated with

phospheting process and acid etching, painted with one coat of epoxy primer and two

coats of best quality epoxy paint reflectorised with retro reflective sheeting as per latest

14.00 M.O.S.T. specifications. A warranty for 7 years for the Retro 1.00 NO 590.98

reflective sheeting from original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product offered shall be submitted

by contractor. (A) Class-B Type-4 Retro Reflective sheeting

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No. of recharge well...………........

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Consulting Civil Engineer City engineer

Dharmesh Deshani (OPC) PVT.LTD. Porbandar Municipal Corporation

Ahmedabad Porbandar

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DISTRICT - PORBANDAR

BID DOCUMENTS FOR PROPOSED RECHARGE BORE WELL WITH FILTER CHAMBER AT 50 VARIOUS LOCATION OF PORBANDAR MUNICIPAL

CORPORATION, PORBANDAR

DRILLING OF BORE WELL

Item Description Quantity Unit Rate Amount

Drilling of 165 mm dia. bore well by DTH rig in rocky formation in all districts of Zone III

(Except Surendranagar District.) From 0 to 150 meters depth

Manufacture, supply & delivery of ISI marked UPVC Casing pipe (IS 12818 with latest

2.00 amendment. 125.00 mm nominal dia. " CM " Type including charges for making holes in pipe 30.00 Rmt 576.00

Job work of loading of UPVC pipes of 3 meter length of following size into truck OR

3.00 unloading from the truck and stacking the same in sub divisional store as directed. -- 125 10.00 NOS 2.82

Providing & fixing of Bore plug suitable to 200 mm dia Pipe of 100 mm height made from

4.00 mm thick MS plate with 3 holes at equal distance on circumference for nut-bolts type, 1.00 no 455.20

locking arrangement with nutsbolts & lock nuts of standard make . Suitable for 150 mm dia.

5.00 Cement sealing without cost of cement by means of mud pump. 1.00 Job 13273.00

Supply of ISI mark Port land cement at store or site of work including all taxes, loading

Total Amounts Rs...………........

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No. of recharge well...………........

Total Amounts Rs...………........

Total Amounts Rs...………........

Consulting Civil Engineer City engineer

Dharmesh Deshani (OPC) PVT.LTD. Porbandar Municipal Corporation

Ahmedabad Porbandar