PROVIDING & LAYING 250 MM DIA. NP3 CLASS R.C.C. DRAINAGE PIPE LINE ON INTERNAL ROAD & CONNECTING TO EACH UNIT HOLDER TO DRAINAGE MANHOLE BY MAKING SIMPLE CHAMBER & CONNECTING WITH 150 MM DIA. NP2 CLASS R.C.C. DRAINAGE LINE OF SANT TUKARAM CO. OP.HOUSING SOCITY LTD.T.P.S.NO.-08 (PALANPORE) F.P. 85 IN W.Z.(RANDER) (4TH Attempt)

PROVIDING & LAYING 250 MM DIA. NP3 CLASS R.C.C. DRAINAGE PIPE LINE

ON INTERNAL ROAD & CONNECTING TO EACH UNIT HOLDER TO DRAINAGE

MANHOLE BY MAKING SIMPLE CHAMBER & CONNECTING WITH 150 MM DIA.

NP2 CLASS R.C.C. DRAINAGE LINE OF SANT TUKARAM CO. OP. HOUSING

SOCIETY LTD. T.P. S.NO.- 08 (PALANPORE) F. P. 85 IN W.Z.(RANDER)

SR. ITEMS QTTY. RATE PER AMOUNT

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

Metalled Road 0.00 151.80 C.M.

Excavation in bituminous road 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 as specified. 36.00 284.05 C.M.

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

(A) Upto 1.5 Mt. dpt.from G.L. 1259.00 101.20 C.M.

(C) 3.0 Mt TO 4.50 Mt depth 0.00 116.15 C.M.

Providing and laying compacted granular

bedding/sand as per drawing attached.

Providing, maintaining upto the required period

safeguarding lightening the excavated trenches

with proper barricading, fencing with timber

ballies, bamboos, G.I. Sheetes, red flag and red

lights along with the provision of the

chowkidars as directed byEngineer-in-charge.

SR. ITEMS QTTY. RATE PER AMOUNT

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, transportation, freight charges,

octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking

etc. complete. (IS - 458/ 1989)

Note : One rubber ring should be supplied with

each full length socketed pipe, cost included in

(A) 150 mm dia (NP2 Class)-For Connection Line 385.00 416.05 Rmt.

(B) 250 mm dia (NP3 Class) 480.00 708.45 Rmt.

(C) 300 mm dia (NP3 Class) 0.00 992.05 Rmt.

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

TYPE-A 1200 mm DIA

(Add or Deduct Rs.640.00 per

0.10 Mt.Depthincrease or decrease.)

TYPE- B 1500 mm DIA

(Add or Deduct Rs.1189.00 per

0.10 Mt.Depthincrease or decrease.)

SR. ITEMS QTTY. RATE PER AMOUNT

Making connection with the manhole by boring

hole on the masonary of manhole and jointing

pipe with cement mortar in prop. (1:2) inside as

well as outside of existing manhole, curing etc.

complete as directed by Engineer-in-charge. 2.00 300.00 No.

Dewatering by pumping set of required

capacity including temporary platform carting

pumping at site and fixing the same in position

including all accessories, and fuel and labour

:- This item shall only be executed when

bailing out of drainage/subsoil water ismore

than 5 H.P.hour). 50.00 18.28 HP.Hr

RCC precast M.H. Frame & Cover

Manufacture, supply & Delivery at store or at

site of work precast RCC M.200 Frame &

cover suitable to drainage M.H. and as per type

design & Drawing including cost of

reinforcement M.S. Angles or Flat, curing mold

(A) etc.Circular manhole Heavy Duty 40.00 2569.00 No.

Machine hole cover (Item no.-16) 110.00 1941.00 NO.

Refilling the pipeline trenches incl. ramming,

watering, consolidating desposal of surplus

stuff as directed within a radius of 3 km. 1221.00 25.30 C.M.

Temporary diversion of sewage by plugging

the manhole of the sewer line. The necessary

rubber plug and Air Compressor arraigement

Etc. shall be supplied by The contractor at own

cost for the work.sewer line

450mm-600mm sewer line 0.00 23500.00 Nos.

700mm-1200mm sewer line 0.00 26500.00 Nos.

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 in C. M. 1:3 and

outside plastering in C. M. 1:3 coping in M200

and fixing RCC precast manhole frame and

covers, but Excl. supply of manhole and cover 110.00 7650.00 No.

etc. complete excl. excavation.

Providing & Fixing U-PVC pipe (SWR)

confirming to IS no. 13592 (Type "B") of

Prince/ Supreme/ Jain/ Astral/ Tulsi/ Finolex

make for soil and waste discharge system at all

floor levels incl. All fixtures like bends, tees,

shoe etc. jointed with resin of approved brand

& manufacture etc. comp. (M.R.)

(B)110 mm dia 0.00 300.00 Rmt.

(C)160 mm dia 0.00 533.00 Rmt.

Providing & laying in trenches galvanised mild

steel tubes (medium grade) TATA / ZENITH /

ASIAN / JINDAL MAKE of the following

nominal bore & tube fittings etc. comp

SR. ITEMS QTTY. RATE PER AMOUNT

(B) 25 mm dia 0.00 274.72 Rmt.

(C) 40 mm dia 0.00 421.17 Rmt.

Providing , Laying & Joining on True line &

Level U PVC pipe (SCH-40) line incl. fitting

make or equivalent as approved by engineer in

charge. Pipe shall be fixed on the wall the help

of clamo at every two metwr C/C or shall be

concealed as directed incl. necessary fitting etc.

incl. testing of pipe and joints & fixing the

dia. solvent,incl. cost of all 175.00 85.75 Rmt.

Carting and Recarting of excavted earth from

any site to required place as per requirement

and directed by engineer in charge

Preparation of as built drawing of pipeline and

different valveslaid under this work by

showing location of each and every pipe in two

dimension-horizontal and vertical with respect

GIS systemalong with invert levels of the

pipeline and different valves . The Contractor

shall submit two sets of as built drawings

periodically, without which the subsequent

R.A. Bill of the work will not be processed

payment purpose. On completion of the entire

work the contractor shall submit as built

drawings for the whole work in six (6) sets

along with two (2) soft copies as directed by

the Engineer-in-charge. The item includes all

required equipments, materials, man power for

execution of complete item. 1.00 7000.00 KM

18 Cutting Of Road Payment by Mechanically

Operated Matchine 865.00 51.00 R.Mts

19 Demolition including stacking of serviceable

materials and disposal of unserviceable

(i) Unreinforced Cement Concrete 30.00 386.83 C.M.

(ii) Reinforced Cement Concrete 15.00 671.65 C.M.

TOTAL AMOUNT Rs.

TOTAL AMOUNT Rs.

Jr., Engineer Deputy Engineer Executive Engineer

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