Construction of CC Road & Paver BLock at Different Location Janbhagidari work of Morbi Municipal Corporation area, Dist.Morbi

Item No. Quantity

Dismentaling the existing structure including removing and stacking the

1 502.00 dismentelled materials as and where directed. (A) R.C.C. work 921.14 Cum.

Box cutting the road surface to proper slope and camber for making a base for

road work including removing the excavated stuff and depositing on the road

2 1591.00 side slope as directed upto 50Mt. Lead. 108.16 Cum.

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

Crushed stone aggregate for Hard Quality up to 63 mm size

Spreading the stone aggregate for rolling and W.B.M. including filling the

interstices to required camber and gradient (excluding spreading of Blindage)(iii)

4 1491.00 up to 63 mm size crushed stone 259.64 Cum.

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

crushed stone aggregates 40 mm nominal size) and curing complete excluding

5 667.00 cost of formwork in (A) Foundation and Plinth (upto 10 ton) 3224.98 Cum.

Providing and laying in position Ready Mixed M-250 grade concrete for

reinforced cement conctere work , using cement content as per approved

Design Mix manufactured in fully automatic batching plant and transported to

site of work in transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from transit mixer to site of laying,

excluding the cost of centering shuttering finishing and reinforcement including

6 1353.00 cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ 5011.95 Cum.

retard setting of concrete, improve workability without impairing strength and

durability as per direction of the Engineer - in - charge. Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained) (Cement level 450 kg )

Renovation of manhole by increasing the height at top including cost of

excavation, refitting of C. I. manhole frame and cover curing etc. complete incl.

all carting and providing of materials which is required for the purpose (except

manhole frame and cover) For all type manhole by providing RCC 1:2:4 Partition

walls with required reinforcement 25 cm thick and circular opening with 500mm

clear dia and 0.40 mt. av. ht

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8- hand

broken stone aggregates 40 mm nominal size) and curing complete excluding

cost of formwork in (A) Foundation and Plinth (upto 10 ton)

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block

60mm thick with grade of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS 15658 :

9 1950.00 including 35 mm Sand layer for levelling and filling the joint with sand in proper 699.93 Sq.Mt.

line and level as per guidlines of IRC : SP 63-2018 etc. Complete.

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

graded stone aggregates 20 mm nominal size) and curing complete excluding

10 6.00 cost of formwork in (A) Foundation and Plinth 3747.27 Cum.

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

useful materials and disposing off the excavated stuff upto 50 Meter lead.(C)

Hard Murrum

Supplying and fixing reinforced concrete heavy duty nonpressure pipes with

collars for culverts carrying heavy traffic as per IS 458-1991 specifications

12 250.00 including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of 653.46 Rmt

class NP3 of following internal daimeters.(i) 300mm dia.

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. 1. 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 manhcle etc. complete, providing and

13 10.00 fixing salety chain wherever necessary as per the stipulations in the type design 21116 Nos

complete as per latest CPHEEO manual. (excl. excavation).Manhole type "B"

circular type having inside diameter of minimum 1500 mm and for depth from

1.5 M to 4.0 M (for 150 mm to 600 mm dia sewers)

Providing and constructing rectangular brick masonry chamber for house

connection as per type design in brick masonry in C. M. 1:3 Including M-100 in

foundation M-150 in benching inside plastering ir C. M. 1:3 and outside

14 20.00 plastering in C. M. 1:3 coping in M200 and fixing RCC precast manhole frame and 7922 Nos

covers, but Exd, supply of manhole and cover eto, complete excl, excavation,

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

15 362.00 foundations etc. in layers not exceeding 20 cm. in depth consolidating each 135.56 Cum.

disposited layer by ramming and watering.

16 50.00 Providing and supplying PVC SWR pipes IS 13592 for Drain - 160 mm dia 510.17 Nos

Excavation for pipe line trenches for water supply, sewerage line, manhole etc.

all with shoring and struting if required as per required gradient and line

including safety provisions using site rails and stacking excavated stuff including

17 117.00 up to all required lead cleaning the site etc. complete for all lifts and strata as 135 Cu. Mt

specified.In hard murrum, boulders incl. macadam road Upto 1.50 mt depth

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

18 95.00 surplus stuff as directed within a radius of 3 km. 22 Cu. Mt

Excavation for pipe line trenches for water supply, sewerage line, manhole etc.

all with shoring and struting if required as per required gradient and line

including safety provisions using site rails and stacking excavated stuff including

up to all required lead cleaning the site etc. complete for all lifts and strata as

specified.In hard rock and / or in C. C. 1:2:4 or RCC with blasting, breaking,

chiseling, or by chiseling/breaking only Upto 1.50 mt depth

Providing and supplying D. I. K-7 grade pipes for following nominal bore

diameter with internal cement mortar lining including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading, unloading,

20 250.00 conveyance to departmental stores, stacking etc. complete. (IS 8329-2000). 968.00 Meter

100 mm dia

Lowering, laying and jointing C. I. S & S Spun pipes suitable for Tyton joints /

Mortar lined D. I. Pipes of various classes with Cl / MS specials of following

diameters in proper position, grade and alignment as directed by Engineer-in-

21 250.00 charge including hydraulic testing etc. comp. 55.00 Meter

100 mm dia

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.l. Pipes manufactured as per IS:8329/1994 delivery of specials is

to be made to site of works including all taxes, loading, unloading, carting.

stacking, insurance, inspection charges, octroi etc. complete.

socket & spigot type

80 to 300 mm dia

Sluice Valve

Providing and casting in situ C.C. in grade M-15 (approx. corresp. to prop. 1:2:4)

(proportions as per mix design or as per Table 9 of IS456 2000 in masses by

weigh batching ) using granite, quartzite trap metal of size 6 mm to 20 mm for

RCC work, including scaffolding centering, form work, needle vibrated

consolidation, curing comp. up to 6 meter depth or height (excluding cost of

23 0.50 reinforcement and neat finishing) with centering and shuttering / deshuttering 4906.00 Cu. Mt

etc. comp for structure for other than water retaining. (with form work)

For Thrust Block

House Connection

Providing & Supplying House Connection piping ASTM Providing & Supplying

House service connection from distribution main to property limit, including (1)

Providing D.I Strap saddle for DI pipe SS304 body with SS strap with packing &

bolts- nuts (2) Brass Ferule long Threaded. (ASTM-D-2466) -1Nos. (3) Providing

Brass (metal) inserted Female Thread Adaptor as per ASTM-D-2466 - 3 nos. (4) u-

PVC Union -Soc. with EPDM O-Ring seal SH-40 as per ASTM-D-2466. (5) Providing

u PVC white pipe of Schedule-40 class conforming to ASTM-D-1785 in required

length - 5.0 m. approx. (6) Providing coupling ASTM-D-2466 Sch-80 about

nos. for jointing the pipes (7) u PVC Ball valve as per ASTM-D-2466 with one side

compression and another side female threaded - 1 no. (8) Providing 90 degree

Elbow - 3 nos. of standard ASTM-D-2466. (9) PVC Adhesive solution 50 ml. The

work shall be done as per detailed specifications & as per drawings complete

with all lead & lift and as directed by the Engineer in charge. 15 mm (1/2") dia

Labour for fixing DI Strap Saddle, Tapping ferrule, fixing of u-PVC pipe HSC with

fitting upto Consumer 1. Excavation in soil, SM & HM & Refilling = 0.70 m3.

Removal Existing GI HC & handaling over to house hold 3. Drilling the hole

suitable size in plint with drill machine 4. Drilling the required hole with special

tool in DI pipeline including threading in the DI pipe body taking care of in side

lining 5. Fixing the long body ferule with service saddle on street DI pipe

including ferule to be inserted in DI pipe material and should be at least remain

to 7 mm projected in to water section area with required all fitting like washer

packing and bolt-nuts. 6. Dismantling floor in the courtyard of house with

removal of excavated stuff. 7. Laying jointing with std. PVC Adhesive solution &

fixing all DI strap saddle standard pipes approx 5 m. & fittings as per Standard

Drawing 8. Testing the HC for leakage test (including water meter fixing)

15 mm (1/2") dia

Water Bound Macadam (Providing, laying, spreading and compacting stone

aggregates of specific sizes to water bound macadam specification including

spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10

tonnes in stages to proper grade and camber, applying and brooming requisite

type of screening/ binding Materials to fill up the interstices of coarse aggregate,

watering and compacting to the required density.) The grading of metal should

be in uniform layers with the size between 40 to 63 mm. using screening type A,

13.20 mm size agreegate and 7% stone dust as filler including spreading

watering and consolidation by vibratory roller etc complete.

Providing and casting in situ controlled cement concrete M-200 for R.C.C. solid

27 21.00 slab including centering, scaffolding, curing and finishing complete 5250.93 Cu. Mt