SJMMSVY URBAN FOREST GRANT

Excavation for foundation in all sorts of soil including yellow sandy

gravelly soils, soft & hard murrum etc. in dry condition including

4 2492.00 depositing the excavated stuff in uniform layers in banks or as and Cum 107.80

where directed etc. complete for lead up to 500m and all lift. (BY

MACHINERY) (b) Including dewatering.

Earth work in embankment using selected soil, soft & hard murrum

excavated from approved borrow area /village tanks etc. Including

5 303.00 conveying, spreading in uniform layers, breaking clods and dressing to Cum 110.80

the designed canal section etc. with lead upto 500 m and all lifts (for

canals having capacity between 50 to 300 Cusec (By Machinery)

Providing rubble and sand layer including supplying of rubble & coarse

clean sharp sand at site including spreading rubble & coarse sand

6 444.00 materials in 25 cm layer including filling in the gaps in rubble and Cum 1155.90

levelling etc.complete as directed (80% rubble & 20% coarse sand)

including consolidation, watering etc. complete.

Providing and Laying controlled cement concrete M.150 and finishing

smooth with curing etc. complete including the cost of formwork but

excluding the cost of reinforsement for R.C.C work in (iv) Slabs having

more than 13 cm and upto 15 cm.thickness.

Providing and laying controlled cement concrete M.250 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of columns

and Mass concrete. Including Proper Slope and Finishing

Providing TMT Bar FE 5000 reinforcement for R.C.C work including

bending, binding and placing in position complete upto floor two level

Providing and supplying ISI Standard R.C.C. pipes (of Sulphate Resisting

Cement) in standard lengths of following class and diameter suitable for

either collar joints or rubber ring joints including all taxes, insurance,

10 168.00 transportation, freight charges, octroi, inspection charges, loading, No. 11233.20

unloading, conveyance to depart-mental stores, stacking etc. complete.

(IS - 458/ 1989) 10.2.B Class NP4 Test Pressure 0.7 Kg/sq.cm (10).

1200mm Dia Pipe

Qty. Description Unit Rate Amount

Providing and constructing Sewer manholes, scraper manholes and unit

house connection chamber, as per the type design in brick masonry in C.

M. 1:5 and inside and outside 20mm thick plastering in C. M. 1:3

necessary 100 mm coping with reinforcement in R.C.C.M. 200 fixing C. I.

steps and fixing manhole frame and covers (But excluding supply of

manhole frame and covers) over manholes and house connection

chambers and fixing Manhole covers (but excluding supplying of

manhole covers) over scraper manhole etc. complete, providing and

fixing safety chain wherever necessary as per the stipulations in the type

design complete as per latest CPHEEO manual. (excl. excavation).

g) Scraper manhole type "SI" rectangular type for 600 mm dia to

mm dia sewer pipes and for depth 2.5 m to 9.0 m

6.00 1) Scraper manhole type "SI" as above but upto 2.5 m depth. No. 57550.90

Providing and filling the polysulphide joint sealent of the approved make

12 370.00 in the expansion and contraction joints in the c.c. lining including Meter 181.20

clearing the joints with air water jet.

Providing and supplying of class SN8 structured wall polythelene piping

systems pipe with online/offline couplet and elastomeric seoling ring

with non smooth external annual cortuated and smooth internal

surtaces (double wall for non pressure underground sewerage &

drainage application as per EN13476-3 incicluding all local and centreal

texes trasporttation freight chages octrol ispction charges load

deprtmental stores etc. comp (ID Dia)

Providing and fixing post and 40 mm dia pipe railing as per detailed

drawing including angle iron post of size 80mm x 50mm x 10mm fixed in

14 168.00 C.C. block (M-15 MSA-20mm) of size 0.30m x 0.30 mx 0.30 m etc. as per Meter 2708.80

specifications including a coats of oil painting to steel work and as

directed etc. complete. (B) Four Rows

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

6- hand broken stone aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in (A) Foundation and Plinth

Providing and laying Nominal cement concrete M.200 (1:1.5:3) and

curing complete excluding the cost of formwork and reinforcement for

reinforced concrete work including prepairing sub base by Providing &

Laying M.S. Side rail of road thickness with necessry nut bolt plates,

fixing as per width applaying plates vibrator, electric or diesel on

16 63.00 channel comp. with V.D. Systems (Trimix) by using the necessary Cum 4964.95

equipments 7 material & Machinery, such as running screed vibrator on

prelaid M.S. channel for leveling vaccum pumps, floating & power

trowling etc. compl & Supplying and spreading metalic hardner 3kg per

Sq.mt in Tp surface of Road.

Add 18.00 % GST

Contigency Charges @ 2.00 %

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