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S.No Particulars Qty. Unit Rate Amount

1 Earth work for Sewer line and Manhole in excavation in foundation, trenches

manholes, road side chambers etc. including dressing of sides and ramming of

bottoms, including getting out the excavated material, refilling after laying pipe/

foundation and disposal of surplus excavated material at a lead upto 50m

suitable site as per direction of Engineer for following depths, below natural

ground / Road top level including allowances for any additional excavation

beyond the drawings (measurement for payment to be as per standard

drawings), re-handling of material/earth to complete the task. In all types soils/

saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar,

etc.

Depth upto 1.5 m 1.00 Cum 197.00 197.00

Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item

no 17.1.1.1 1.00 Cum 211.00 211.00

Add extra for over all depth of excavation above 3.0 m and upto 4.5 m over item

no 17.1.1.1 1.00 Cum 228.50 228.50

Add extra for over all depth of excavation above 4.5 m and upto 6.0 m over item

no 17.1.1.1 1.00 Cum 252.00 252.00

Add extra for over all depth of excavation above 6.0 m and upto 7.5 m over item

no 17.1.1.1 1.00 Cum 281.00 281.00

2 Earth work for Sewer line and Manhole in excavation in foundation, trenches

manholes, road side chambers etc. including dressing of sides and ramming of

bottoms, including getting out the excavated material, refilling after laying pipe/

foundation and disposal of surplus excavated material at a lead upto 50m

suitable site as per direction of Engineer for following depths, below natural

ground / Road top level including allowances for any additional excavation

beyond the drawings (measurement for payment to be as per standard

drawings), re-handling of material/earth to complete the task. Depth upto 1.5 m

Add extra for over all depth of excavation above 1.5 m and upto 3.0 m 1.00 Cum 415.00 415.00

In ordinary rock.Add extra for over all depth of 1.00 Cum 477.00 477.00

Add extra for over all depth of excavation above 4.5 m and upto 6.0 m over item

no 17.1.2.1 1.00 Cum 109.00 109.00

3 Providing and fixing CLOSE timbering in trenches of sewer line and manholes

including strutting, shoring and packing cavities (whereverrequired) complete.

(Measurements to be taken of the face area timbered) for following depth below

NGL Depth upto 3.0 m 1.00 Sqm. 125.00 125.00

Depth more than 3.0 m and upto 6.0 m 1.00 Sqm. 126.00 126.00

4 Dismantling of flexible pavements for sewer line and manholes and disposal of

dismantled materials up to a lead of 50 metres, stacking serviceable and

unserviceable materials separately as directed by Engineer.

0.00

Bituminous courses 1.00 cum 356.00 356.00

Granular courses 1.00 cum 247.00 247.00

5 Dismantling of cement concrete pavement for sewer line and manholes by

mechanical means using pneumatic tools, cutting the peripheral edge by CC

cutter, breaking to of handling of material/earth to complete the task.

(measurement for payment to be as per standard drawings), re allowances for

any additional dismantling beyond the drawings dismantled materials up to a

lead of 1000 metres includingcum in volume and stock piling at designated

locations and disposal pieces not exceeding 0.02 1.00 cum 802.00 802.00

6 Providing barricading for Trenches using 80 - 100 mm dia Wooden Ballies as

vertical post, atleast 1.5m above ground level and atleast 30-45 cm below

ground level at a spacing of 3 m. & Two rows of 80 - 100 mm Wooden Ballies as

horizontal members securely tied by coconut strings with the vertical members.

Both vertical and horizontal members shall be painted in red and white colour.

Rate is inclusive removal and cleaning of site complete in all respect.

1.00 rm 76.50 76.50

JODHPUR NAGAR NIGAM JODHPUR

"G" SCHEDULE

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BSR : PWD BUILDING BSR 2018 & RUIDP BSR 2017

S.No Particulars Qty. Unit Rate Amount

7 Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes

NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date) marked and

pipes from 300 mm and upto 1800 mm manufactured through vertical

casting process at all depths with Rubber gaskets (EPDM/SBR) for sewer

lines as per IS: 5382 (including cost of Rubber gaskets, lubricants) as

per drawing, sectional testing of the sewer pipe line (including cost

and conveyance of water to site) etc., complete as per specification and / or as

directed by Engineer. Note : E/w to be measured and paid separately

1000 mm internal diameter 1.00 metre 6680.00 6680.00

900 mm internal diameter 1.00 metre 5900.00 5900.00

600 mm internal diameter 1.00 metre 3550.00 3550.00

450 mm internal diameter 1.00 metre 2290.00 2290.00

300 mm internal diameter 1.00 metre 1060.00 1060.00

250 mm internal diameter 1.00 metre 804.00 804.00

200 mm internal diameter 1.00 metre 562.00 562.00

150 mm internal diameter 1.00 metre 438.00 438.00

8 Providing granular bedding having width = outer dia of pipe (Bc) + 500mm,

thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching =

0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm

sheive, 20 to 50 % passing through 10mm sheive and 100 % retain on 6.3mm

sheive, laying in layers of thickness 10/15cm including ramming, consolidation

etc complete for all type of pipes of following sizes as per drawing and or as

directed by Engineer.

1000 mm internal diameter 1.00 metre 777.00 777.00

900 mm internal diameter 1.00 metre 663.00 663.00

600 mm internal diameter 1.00 metre 404.00 404.00

450 mm internal diameter 1.00 metre 289.00 289.00

300 mm internal diameter 1.00 metre 170.00 170.00

250 mm internal diameter 1.00 metre 149.00 149.00

200 mm internal diameter 1.00 metre 133.00 133.00

150 mm internal diameter 1.00 metre 115.00 115.00

9 Cement plastering including T&P, scaffolding, material and complete labpour,

including cost of water, curing, racking of joints etc. with 20 mm cement plaster

of mix :1:6 (1 cement : 6 fine/ coarse sand) 1.00 Sqm. 192.00 192.00

10 Supplying and fixing soorsagar bhura or equialent ashlar sills lintel and dassa

,bearing ,bed and top surface made perfeenctly even jambs ,skirting steps etc.

rough dressed upto 15 cm thick. 1.00 Cum. 4475.00 4475.00

11 Random rubble masonry with hard stone in foundation and plinth : Cement

mortar 1:6 (1 cement : 6 coarse sand) 1.00 Cum. 3190.00 3190.00

12 Supplying & fixing 560mm dia SFRC manhole frame & cover as per IS : 12592-

2002 in existing manholes including grouting the frame in PCC M-15 complete

in all respect as directed by the Engineer. HD-20 1.00 each 2400.00 2400.00

13 Providing and laying in position cement concrete of specified grade excluding

the cost of centring and shuttering - All work upto plinth level :1:4:8 (1 Cement :

4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size).

1.00 cum 3360.00 3360.00

14 Providing, laying, spreading (with paver finisher only) and compacting wet mix

macadam (WMM) base course comprising of graded stone aggregate and

granular material conforming to MORT&H specifications (Table 400-II) in layers

of equal compacted thickness each consolidated, including pre-mixing the

material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed

material by tippers to site, laying in uniform layers in base course on a well

prepared sub-base/ base course and compacting with power vibratory-roller to

achieve the desired density complete as per MoRT&H specification clause - 406

including all material, labour, machinery, lighting, guarding and maintenance of

diversion. 1.00 cum 1360.00 1360.00

15 Providing and fixing of precast concrete interlocking tiles of desired shape of M

30 grade manufactured from fully computerized automatic stationery hydraulic

viebro pressed machine and fully computerized automatic batching plant of

class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on

average 50mm. thick bed of coarse sand and the joint is to be filled with fine

sand. Laying procedure on compacted sub-base as defined. Complete job is to

be executed as per the instruction of Engineer incharge. The rates to be

inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting

strength, abrasion and brakingload etc. as per BS 6717:2001, Grey cement. 80

mm thick 1.00 Sqm. 578.00 578.00

16 Empting of septic tank/ soakage well etc, disposing of sludge within a lead of

5km and taking out sewage including refilling with local earth, ramming and

compaction in layers, cleaning of site. 1.00 Nos. 3560.00 3560.00

S.No Particulars Qty. Unit Rate Amount

17 Providing and laying in position cement concrete 1:3:6 (1 Cement : 1 graded

stone aggregate 20 mm nominal size) in base course complete including all

material, labour, machinery, lighting, guarding for road restoration under sewer

line and manhole work including allowances for any additional road restoration

beyond the drawings (measurement for payment to be as per standard

drawings) to complete the task. 1.00 cum 4500.00 4500.00

18 Providing and laying in position cement concrete of specified grade over

prepared base course complete including finishing, curing, all material, labour,

machinery, lighting, guarding for road restoration under sewer line and manhole

work including allowances for any additional road restoration beyond the

drawings (measurement for payment to be as per standard drawings) to

complete the task. 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone

aggregate 20 mm nominal size). 1.00 cum 5640.00 5640.00

19 Providing and constructing of RR stone masonry circular manholes of "Type-A"

with internal dia 0.90m and depth upto 1.65m having 300mm thick RR stone

masonry wall in cement sand mortar 1:4, including concreting PCC M-10 grade

(1:4:8) for 225mm thick foundation including curing compaction and form work

etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm

thick cover slab including reinforcement, PCC M20 for fixing the manhole frame

and cover using stone aggregate 20mm nominal size, 20mm thick inside and

outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat

cement, vata in CM1:1 around pipe entering and leaving the manhole and also

at the junction of masonry and concrete slab, providing and fixing of SFRC foot

steps of approved make at every 0.30m height fixed in CM 1:3, supplying and

fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II)

having clear opening of 560mm, including refilling of Jhiri, including curing,

watering, ramming, hydro testing of manhole, conveyance & cost of water, and

dewatering complete as directed by the Engineer. Manhole "Type-A" of depth

0.90 m1.00 Nos. 12500.00 12500.00

20 Providing and constructing extra depth of manhole "Type-A" for depth beyond

0.90 m and upto 1.65 m with RR stone masonary including 20mm plaster inside

and outside as per drawing and direction of Engineer. 1.00 metre 6430.00 6430.00

21 Providing and constructing of RR stone masonry circular manholes of "Type-B"

with internal dia 1.20m and depth upto 2.50m having RR stone masonry wall

300 thick upto 1.5m, 450mm thick from 1.50m to 2.50m in cement sand mortar

1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation

including curing compaction and form work etc complete, PCC M15 for benching

and channel portion, RCC M20 for 200mm thick cover slab including

reinforcement, PCC M20 for fixing the manhole frame and cover using stone

aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M.

1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1

around pipe entering and leaving the manhole and also at the junction of

masonry and concrete slab, providing and fixing of SFRC foot steps of approved

make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty

SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear

opening of 560mm, including refilling of Jhiri, including curing, watering,

ramming, hydro testing of manhole, conveyance & cost of water, and dewatering

complete as directed by the Engineer. Manhole "Type-B" of depth 1.70 m

1.00 Nos. 23500.00 23500.00

22 Providing and constructing extra depth of manhole "Type-B" for depth beyond

1.70 m and upto 2.50 m with RR stone masonry including 20mm plaster inside

and outside as per drawing and direction of Engineer. 1.00 metre 9020.00 9020.00

S.No Particulars Qty. Unit Rate Amount

23 Providing and constructing of RR stone masonry circular manholes of "Type-C"

with internal dia 1.50m and depth upto 5.0m having RR stone masonry wall

300mm thick upto 1.5m, 450mm thick from 1.50m to 2.50m and 600mm from

2.50 to 5.0m in cement sand mortar 1:4, including concreting PCC M-10 grade

(1:4:8) for 225mm thick foundation including curing compaction and form work

etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm

thick cover slab including reinforcement, PCC M20 for fixing the manhole frame

outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat

cement, vata in CM1:1 around pipe entering and leaving the manhole and also

at the junction of masonry and concrete slab, providing and fixing of SFRC foot

steps of approved make at every 0.30m height fixed in CM 1:3, supplying and

fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II)

having clear opening of 560mm, including refilling of Jhiri, including curing,

watering, ramming, hydro testing of manhole, conveyance & cost of water, and

dewatering complete as directed by the Engineer. Manhole "Type-C" of depth

2.60 m1.00 Nos. 40300.00 40300.00

24 Providing and constructing extra depth of manhole "Type-C" for depth beyond

2.60 m and upto 5.0 m with RR stone masonry including 20mm plaster inside

and outside as per drawing and direction of Engineer. 1.00 metre 13500.00 13500.00

25 Providing and constructing of stone masonry circular manholes of "Type-D" with

internal dia 1.50m and depth upto 9.0m having sewer brick masonry wall

230mm thick upto 1.5m, 345mm thick from 1.50m to 2.50m, 460mm from 2.50

to 5.0m and 575mm from 5.0 to 9.0m in cement sand mortar 1:4, including

concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing

compaction and form work etc complete, PCC M15 for benching and channel

portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC

M20 for fixing the manhole frame and cover using stone aggregate 20mm

finished with floating coat of neat cement, vata in CM1:1 around pipe entering

and leaving the manhole and also at the junction of masonry and concrete slab,

providing and fixing of SFRC foot steps of approved make at every 0.30m height

fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and

cover as per IS 12592 (Part I and II) having clear opening of 560mm, including

refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole,

conveyance & cost of water, and dewatering complete as directed by the

Engineer. Manhole "Type-D" of depth 5.10m1.00 Nos. 81400.00 81400.00

26 Providing and constructing extra depth of manhole "Type-D" for depth beyond

5.10 m and upto 9.0 m with stone masonary including 20mm plaster inside and

outside as per drawing and direction of Engineer. 1.00 metre 19800.00 19800.00

27 Carriage of Materials by mechanical transport including loading, unloading and

stacking : Earth 1.00 cum 165.00 165.00

28 Centring and shuttering with plywood or steel sheet upto two stories or height

upto 7.5 metre above plinth level including strutting, propping etc. and removal

of form for Foundations, footings, bases of columns, etc. for mass concrete.

1.00 Sqm. 162.00 162.00

29 Reinforcement for R.C.C. work at all levels including straightening, cutting,

bending, placing in position and binding all complete. Hot rolled deformed bars

1.00 Kg 51.50 51.50

Total 263970.50

Executive Engineer,

Nagar Nigam Jodhpur

Note

dk;Z dh nks"k fuokj.k (Defect Liablity) vof/k dk;Z iw.kZrk ds i'pkr ikap o"kZ rd jgsxhA

1- l'krZ fufonk Lohdkj ugha gksxhA

2- dk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA

3- dk;Z izkjEHk djus ls iwoZ dh dk;ZLFky ds QksVksxzkQ@fofM;ksxzkQh ysdj dk;kZy; esa tek djokuk vko';d gksxkA

dk;Z iw.kZ djus ds i'pkr iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA

5- lHkh izdkj ds dj laosnd dks ogu djus gksxsA

6- th&'ksM~;wy ds vkbZVe dh nj esa ;k vU; dksbZ Hkh Vadj.k =qfV jgus ij QkbZuy ch-,l-vkj- gh ekU; gksxhA

4- th&f'kM~;wy esa enokj njs ekU; ugha gksxhA th- lkj.kh ij izfr'kr ,ckÅ (Above) vFkok fcyks (Below) njs gh ekU; gksxhA

S.No Particulars Qty. Unit Rate Amount

I/We agree to execute the above work @ …………...………………% above/below (in figure)

(In word ……………………………..……………………………………………% above/below)

of the 'G' Schedule rates & we agree to abide by general & special conditions of the contract

Signature of Contractor Executive Engineer,

Nagar Nigam Jodhpur

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8- dk;Z esa nks"k fuokj.k vof/k fu;ekuqlkj jgsxhA