Construction of Overflow structure with RCC Pipeline Lowering, Laying, Jointing etc. From Outlet Junction of PS-3 & PS-4 of Kasara Dantiwada Pipeline Project PKG-2.

Quantity Unit Amount in Rs.

book of specifications) figures

Item no.

Jungle clearance of specified category and bushes for canal/dam work as

directed with disposing materials etc. complete. (Excluding tree of girth above

(a) For Light Dence

(SSC-2 S.O.R. 2024-25, Ch.-6,M & R of Canal, Item No.-5(a)), page No.30

Item no.

Providing and Carried out Plate Load test on Soil as per directed by engineer

(GERI SOR-2025-26, Item No. SM-29, Page no.2)

Item no.

Excavation for depening of pond/check Dam including transporting and

spreading the excavated material for raising of embankment in uniform layer

or as directed including dressing breaking clod setc for Lead up to 1 km and

all lift without rolling and watering etc.complete.

(SSC-2 S.O.R. 2024-25, Ch.-4, HR& Check Dam, Item No.-21 , page No.

Supplying and laying mechanically woven double twisated Hexagonal Zn+

PVC coated box wire mesh reno mattress Size 5mx2mx0.23m filled with 10 to

15 kg. trap rubble stone (approximate 3.5) tone with mesh size 6x8 cm

including packing, interlocking of stones & fusing top of gabion & tying to

eachother & laying to the required line, level slope with all leads & lifts as

directed etc. comp. (Considering lead of 45 km for rubble materials)

WRD SG S.O.R. 2023-24, Ch.-6, , Item No.-39 , page No.

Item No.

Supplying and laying mechanically woven double twisated Hexagonal Zn+

PVC coated box wire mesh gabion size 4mx1mx1m filled with 15 to 40 kg.

trap rubble stone (approximate 6.0) tone with mesh size 10x12 cm including

588.0000 packing, interlocking of stones & fusing top of gabion & tying toe achother & 9850.00 Nos.

laying to the required line, level slope with all leads & lifts as directedetc.

comp.(Considering lead of 45 km for 85% & 15 km for 15% rubble materials)

WRD SG S.O.R. 2023-24, Ch.-6, , Item No.-13 , page No.

Item No.

Providing and laying Non Woven Geo Fabric Filter over the excavated

2855.0000 surface as per specification including stitching with over lap to design profile 86.40 sqmt

as directed in tidal range etc. complete.

WRD SG S.O.R. 2023-24, Ch.-6, , Item No.-46 , page No.

Item no.

Excavation in all Sorts of Soil (including wet and slushy condition of soil) with

yellow, sandy, gravelly soil including soft murrum & H.M. including sorting &

stacking and depositing the excavated stuff in uniform layers as and where

directed upto lead of 30 m and lift as shown below including dewatering,

clearing the site etc. complete. -

(B) For foundation trenches of C.D. work

12322.3690 (a) 0 to 3 Mt. Depth 79.00 Cum

3734.3540 (b) 3 to 6 Mt. depth 84.00 Cum

(SSC-2 S.O.R. 2024-25, Ch.-5, Earthwork , Item No.-1 (a),(b) , page No.

Junction of PS-3 & PS-4 of Kasara Dantiwada Pipeline Project PKG-2.

Item no.

R.C.C. PIPE ( Horizontal Cast) Providing and supplying ISI in Standard

R.C.C Pipes of (Sulphase Resisting Cement) in standard length of follwing

class and diameter suitable for either collar joints or rubber ring joints

including all taxes, insurance, transportation, freight charges, octroi,

inspection charge, loading, unloading, conveyance to the departmental

stores, stacking etc.

Note; One collar should be supplied with each full length plain ended RCC

pipe cost included in rates below. One rubber ring should be supplied with

each full length socketed pipe. Cost included in rates below

10.1.A Class NP3 Test pressure 0.7 kg/Sq.cm (20. 1800 mm dia)

GWSSB SOR 2022-23, Material Section- A, Page No.- 15, Item

Item no.

Lowering, Laying and Jointing R.C.C. Pipes in C.M. 1:1 1/2 of following

diameters in proper position, grade, and alignment at all level as directed by

Engineer-in-charge including conveyance from stores to site of work, labour,

762.5000 giving hydraulic testings as per ISI code including crop compensation for the 850.000 Rmt

crops for the pipe laying work etc complete.

10.1.A Class NP3 Test pressure 0.7 kg/Sq.cm

11.b. Class NP2, NP3, NP4, 1800 mm dia

As per RA-1

Item no.10

Refilling the pipeline trenches incl. ramming, watering, consolidating desposal

of surplus stuff as directed within a radius of 3 km. Refilling as directed by

engineer incharge.

14.1Refilling of Pipeline Trenches

GWSSB SOR 2022-23, Labour Section-B, Page No.- 40, Item No.14.1

Item no.11

Providing and Laying foundation concrete of proportion as under by using

cement, sand and machine crushed course aggregate laid in situ including

353.2280 necessary temping, smooth finishing,watering and curing as directed with all 3424.30 Cum

leads and lifts etc complete.

(SSC-2 S.O.R. 2024-25, Ch.-5.C concrete work , Item No.- 5.C.2.a Page

Item no.12

Providing and laying CC 1:2:4 grade using cement, sand & crushed metal

incuding providing & erecting necessary formwork, centering, vibrating,

smooth finishing, watering & curing as directed with all leads & lifts

etc.complete.

(SSC-2 S.O.R. 2024-25, Ch.-5.C concrete work , Item No.- 3.a Page no.23

Item no.13

Providing and laying RCC 1:1.5:3 grade by using cement, sand and crushed

metal for different items like copping work, pier cap, abutment cap, Wearing

coat, Skin concrete, Solid slab upto 60cm. thick, Barrel of canal syphons,

501.6424 barrel of R.C.C.through, & beams for foundation and super structure as per 5101.40 Cum

approved design incl. providing necessary centering, shuttering and

formwork, vibrating, smooth finishing, watering and curing as directed with all

leads and lifts etc. comp.

(SSC-2 S.O.R. 2024-25, Ch.-5.C concrete work , Item No.- 5.C.4 Page

Item no.

Providing and Laying HYSD/TMT Fe 415, 500 D steel bar reinforcement for

RCC work and anchor bars with providing binding wires including cutting,

25.4120 bending, welding, binding in position hooking, placing in position with all leads 71366.00 MT

& lifts etc. complete.

(C) TMT Fe 500 steel bars

(SSC-2 S.O.R. 2024-25, Ch.-4 Item No.- 18 Page no.20

Junction of PS-3 & PS-4 of Kasara Dantiwada Pipeline Project PKG-2.

Item no.

Steel work, welded in built up sections framed work including cutting,

hoisting, fixing in position and applying a priming coat of red lead paint. (A)In

6.5260 beams and joists, channels angles Tees, flats, with connecting plates or 9018.30 Q

angle cleats as in main and cross beams. Hip and jack rafters, purlins

conneted to common rafters and the like

R &B S.O.R. 2024-25, Ch.-11, , Item Code- 11002AA, Item No.-11.4 , page

Item no.

Writing letter or figures on any surface with black japan paint (stops,comas, Per Letter

560.0000 hyphens and the like not to be measured and paid for separately) (ii) Indian 3.49 per cm

(Letters/Figures) Height

R &B S.O.R. 2024-25, Ch.-19, , Item Code- 19023B, Item No.-19.11, page

Item no.

Surveying By DGPS including measuring of alignment of earthern

dam/canal/proposed checkdam and creating the Cross Section and

0.7630 longitudinal section profile at 30 mt interval/or closer as directed and plotting 11541.00 km

etc complete. The survey work shall be carried out for 150 mt distance on

both side.

RIPC SOR 2023-24, sr no.17, Page No.50

Deputy Executive Engineer Executive Engineer

Guhai Sub Div no.3 WRI Division

Palanpur Palanpur